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Home My WebLink AboutContract 52223FORT WORTH ~ PROJECT MANUAL FOR THE CONSTRUCTION OF Meadow Lakes Lift Station Sanitary Sewer Force Main, Jenkin Heights Lift Station Decommissioning Betsy Price Mayor City Project No. 01829 Chris Harder, P.E. Director, Water Department Steve Cooke David Cooke City Manager Interim Director, Transportation and Public Works Department CONFORMED Prepared for The City of Fort Worth Water Department 2018 Alan Plummer Associates, Inc. ---''"'' ---'L OF TE1r \\ -.'.\ ~ .............. ~ ,, ,:" ~"":····· .... ., . , ~-·· •• •• '* j' , • . •, * ~ , -; ....... : .... ~~ '-... •••••••• H ·~ -,_............ FAM ,. .,_ GE ORGE I. .. ........ ~ ,. ·······•· . , ,;--·\~ .. ··9·7448 /~t t, 1>;;:_.,,,flCE M\'i:~i°# ~ ',"""'~ ........... c.~-: ~ \\ •BtON~\. ~ --( ! ,,,, ... ~:-~ l <e ~~ _J_. Ti~ I Z.j.'J.1:f k.1 /~\ FORTWORTH, CITY SECRUARY CONTRACT NO. 54ol 3 City of Fort Wo Standard Construction Specification /A f{� RECEIVED APR 2 3 2019 CITY OF FORT WORTH CITY SECRETARY Documents Adopted September 2011 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 00 05 10 Mayor and Council Communication 00 05 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0031 15 Engineer Project Schedule 00 32 15 Construction Project Schedule 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 00 43 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 0045 12 Prequalification Statement 00 45 13 Bidder Prequalification Application 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 004541 Minority Business Enterprise Goal small usiffess ERt@FP4s®Qoenl 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 0 - General Requirements 01 11 00 Summary of Work 01 25 00 Substitution Procedures 01 31 19 Preconstruction Meeting 01 3120 Project Meetings 01 32 16 Construction Progress Schedule 01 32 33 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 01 45 23 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 55 26 Street Use Permit and Modifications to Traffic Control 01 5713 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 7123 Construction Staking and Survey 01 7423 Cleaning 01 77 19 Closeout Requirements CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 08129 Revised February 2, 2016 F 1pmjcc1s103181047-19U-0 Wrk PmdV-3 SPECM, NALWivision 00\00 00 00 Table of Contents.docx 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 01 7823 Operation and Maintenance Data 01 78 39 Project Record Documents Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 02 - Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal (By Reference) Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 03 34 13 Controlled Low Strength Material (CLSM) 03 34 16 Concrete Base Material for Trench Repair Division 26 - EIectrical Division 31- Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 25 00 Erosion and Sediment Control 31 37 00 Riprap Division 32 - Exterior Improvements 3201 17 3201 19 Permanent Asphalt Paving Repair (By Reference) Te Asphalt PaviHg Rep 32 01 29 —air Concrete Paving Repair (By Reference) 32 11 23 Flexible Base Courses (By Reference) 32 11 29 32 i i 33 Lime Treated Base Courses (By Reference) cBnxefA T-Feated BaseCe:u ses 32 i137 Liquid Treated Sail St b ili =fir Asphalt Paving (By Reference) Aspbah Pav4 Graek Se 1 r 32 12 16 332 Q 73 32 13 13 g Concrete Paving (By Reference) 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps (By Reference) 32 17 23 Pavement Markings 32 4725 Ctffb A d4ess P CrrY OF FORT WORTH Meadow Lakes and ]enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 08129 Revised February 2, 2016 F:1pro}ects103I SNG47-1912-0 Wrk Prod12-3 SPECSIFINAL%Division 00100 00 00 Table of Contmis.decx 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 3231 13 Chain -Fenees and Gates 32 31 26 Wire Fences and Gates 32 32 13 Cast i Dlaee G to Retaining W.,4 42 -91 19 Topsoil glac-emenA and Finishing of Pafkways 32 92 13 Hydro -Mulching, Seeding, and Sodding (By Reference) 32 93 43 Trees and Shrubs (By Reference) Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 33 03 10 Bypass Pumping of Existing Sewer Systems 33 04 10 33vn 1-rr�wriv?jaf1 Joint Bonding and Electrical Isolation (;oiltfo -erA gtafiE)ns 3304 30 33-04 40 33 04 50 Tempofar-y Watef 9 1 Gle.,ning_en.I A,.,.o,../m,.e Test;,,g of W- to,. Mains Cleaning of Sewer Mains 3305 10 Utility Trench Excavation, Embedment, and Backfill 33 05 13.10 Frame, Cover and Grade Rings -Composite 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 330516 3305 17 GeRery*Watef Vevuhs Concrete Collars 33 05 20 Auger Boring 33 05 21 Tunnel Liner Plate 33 05 22 Steel Casing Pipe 33 05 23 Hand Tunneling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 1105 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 3311 11 Ductile Iron Fittings 33 11 12 33 11 14 3312 10 33 12 11 33 i2-20 3312221 1230 Polyvinyl Chloride (PVC) Pressure Pipe Bur-ied Steele and — Wcate« c+,..-..; 008 1 ifieh to 2 , ,.h T ., a Wa4e - Motor e Resilien4 Seated Gate � Valve A sAnxT A v„bbef Seated Bu4teFiq.. Valves33 Gambinat4en Air- Valve Assemblies fe,Potable Water Systems 33 1240 33—Q-59 331:60 Fire ffydraiAs Watef Sample Stag,., Standard Blow a f-f Valve A sse,.. boy 33 3i is High Pens4y Polyethylene (14DPE) Pipe for- Sw4fffy Sewef 3331 c! Fav 'nnztapTSe rU:rP.-ec CITY OF FORT WORTH Meadow Lakes and Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 08129 Revised February 2, 2016 F:lprojects103181047-19Q-0 Wek ProdV2-3 SPECSIFINA -\Division 00100 00 00_Table of ContequAnx 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 3331 70 Combination Air Valve for Sanitary Sewer Force Mains 3339 10 Cast -in -Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 3930 Fibefglass MaDheles 33 39 40 Wastewater Access Chamber (WAC) 33 39 60 Epoxy Liners for Sanitary Sewer Structures 334111 DighDensityPe�'et�>��DE) 12jp@ fef Stenqfl D> 33 4600 Sum 33-46 01 8100edstefTs 3346 02 T+ffieh-Dr-ains 33 49 10 CaA in Place A 4el and Junetiee Bemef, 334920 ep Terry Division 34 - Transportation 34-41 10— - Traffie sigfia4s 34 41 10.07C/7I'H„1,Y�0ftr7'C-'-Geii�c[STllff Cabinet 34 41 11 Temp 'Tr ff e sigf ..1 34-41 13 g T-Faffie Signals s 34-41 1 , Rapid M , ,,;,, Beften 34 412 Roadway 111,,,..;,..a Assemblies 34 4120.01 Aftviiui LED Roadway r ,^1-2/0 314-41-30 A 1,,,. ifiu,,, Sigi ,, 3471 13 Traffic Control CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sower hilprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 08129 Revised February 2, 2016 P:lprojecrs1031MOO- 1%2-0WrkProM-3SPECMNALWivisionO01M00000 Table ofConienls.doc 000000-5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: ht s:// roject oint.buzzsaw.com/client/fortworth ov/Resources/02%20- %20Construction%2ODocuments/Specifications Division 02 - Existing Conditions 0241 15 Paving Removal (By Reference) Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair (By Reference) 32 01 29 Concrete Paving Repair (By Reference) 32 11 23 Flexible Base Courses (By Reference) 32 11 29 Lime Treated Base Courses (By Reference) 3213 13 Concrete Paving (By Reference) 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps (By Reference) 32 92 13 Hydro -Mulching, Seeding, and Sodding (By Reference) 32 93 43 Trees and Shrubs (By Reference) Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements CITY OF FORT WORTH END OF SECTION Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 08129 Revised February 2, 2016 F:lprojecls103181047-1912-0 Wrk Yro&2-3 SPECSIFINAL�Division 00100 00 00 Table of Couteats.docx City ©f Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 3/19/2019 - Ordinance No. 23697-03-2019 & Resolution No. 5065-03-2019 DATE: Tuesday, March 19, 2019 LOG NAME: 60JHMLSSI-MOUNTAINC REFERENCE NO.: **C-29066 SUBJECT: Authorize Execution of a Contract with Mountain Cascade of Texas, LLC, in the Amount of $3,996,075.00 for the Jenkin Heights and Meadow Lakes Sanitary Sewer Improvements, Provide for Project Costs for a Project Total in the Amount of $14,564,576.00, Adopt a Reimbursement Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt and Adopt Appropriation Ordinance (COUNCIL DISTRICT 7) RECOMMENDATION: It is recommended that the City Council: 1. Adopt the attached Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt for the Jenkin Heights and Meadow Lakes Sanitary Sewer Improvements Project; and 2. Adopt the attached Appropriation Ordinance increasing estimated receipts and appropriations in the Water and Sewer Commercial Paper Fund in the amount of $4,623,068.00 for the Jenkin Heights and Meadow Lakes Sanitary Sewer Improvements Project; and 3. Authorize the execution of a contract with Mountain Cascade of Texas, LLC, in the amount of $3,996,075.00 for the Jenkin Heights and Meadow Lakes Sanitary Sewer Improvements Project (City Project No. CO1829). DISCUSSION: This Mayor and Council Communication provides for the construction of the sanitary sewer gravity main from Jenkin Heights Lift Station to Meadow Lakes Lift Station, the sanitary sewer force main from Meadow Lakes Lift Station to east of Boat Club Road and the decommissioning of the Jenkin Heights Lift Station. The project was advertised for bid on December 20, 2018 and December 27, 2018 in the Fort Worth Star - Telegram. On February 7, 2019 the following bids were received: BIDDER AMOUNT TIME OF COMPETION Mountain Cascade of Texas, LLC $3,996,075.00 365 Calendar Days Fort Worth Civil Constructors, LLC $5,576,410.00 In addition to the contract cost, $467,150.00 is required for project management, inspection and material testing and $159,843.00 is provided for project contingency. http://apps.cfwnet.orglecouncillprintme.asp?id=26829&print rue&DoeType=Print 4/11/2019 This project is anticipated to be included in a future revenue bond issue for the Water and Sewer Fund. Available cash within the Water and Sewer portfolio and the City's portfolio along with the appropriation authority authorized under the Callable Commercial Paper Program (CP) will be used to provide interim financing for this project until debt is issued. To the extent resources other than the Water and Sewer portfolio are used to provide interim financing, the Water and Sewer Fund will be charged interest that is equivalent to the overall rate of return being earned by the City portfolio (currently approximately one - percent annually). Should the City's portfolio not support the liquidity needed to provide an interim short- term financing source, another funding source will be required, which could mean issuance of securities under the CP Program or earlier issuance of Water and Sewer revenue bonds than is currently planned. Once debt associated with this project is sold, bond proceeds will be used to reimburse the Water and Sewer portfolio and the City's portfolio in accordance with the attached Reimbursement Resolution. The City Council adopted the Water Department's Fiscal Year 2018-2022 Five Year Capital Improvement Plan on September 26, 2017. This City Council adopted plan includes this specific project, with funding identified through the CP program to be reimbursed with future revenue bonds. In accordance with the provisions of the Financial Management Policy Statement, Staff anticipates presenting revenue -supported debt issuances to the City Council for consideration within the next three years. This debt must be issued within approximately three years to provide reimbursement for these expenses. If that does not occur, the costs will no longer be reimbursable by issuing tax-exempt debt and the funding source will have to be made whole through budgetary methods. Adoption of this resolution does not obligate the City to sell bonds, but preserves the ability to reimburse the City from tax-exempt bond proceeds. Construction of the project is anticipated to commence in May, 2019 and be completed by May, 2020. This project is part of the Water Department's Sanitary Sewer Overflow Initiative Program. This project will have no impact on the Water Department's Operating Budget when complete. MIWBE Office — Mountain Cascade of Texas, LLC, is in compliance with the City's BDE Ordinance by committing to 14 percent MBE participation on this project. The City's MBE goal on this project is 14 percent. The project is located in COUNCIL- DISTRICT 7. FISCAL INFORMATION 1 CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and adoption of the attached appropriation ordinance, funds will be available in Water & Sewer Commercial Paper Fund for the Jenkin Heights and Meadow Lakes Sanitary Sewer Improvements Project. The Water and Sewer Commercial Paper Fund includes authority of $1.50,000,000.00 for the purpose of providing interim funding for Water and Sewer Capital Projects. After this transfer, the balance will be $48,416,353.00 for future capital projects. Funding for the Jenkin Heights and Meadow Lakes Sanitary Sewer Improvements, project is as depicted below: FUND Existing Appropriations itional Oropriations Project Total* Lake Worth Gas Lease Cap Project - Fund 33001 $512,315.00 $0.00 $512,315.00 Lake Worth Gas Lease Cap 11$3,698,880.00 Legacy - Fund 39301 $0.00 11$3,698,880.00 Water Capital - Fund 59601 $1,006,118.00 $0.00 11$1,006,118.00 Capital Legacy - Fund E59607 $4,724,195.00 $0.00 $4,724,195.00 W& 5 Commercial Paper - Fund 56016 $0.00 $4,623,068.00 11 $4,6231068.00 Project Total $9,941,508.00 $4,623,068.00 �]$14,564,576.00 http://apps.cfwnet.org/ccouneil/printrnc.asp?id-26829&print-- rue&DoeType=Print 4/11/2019 * Numbers rounded for presentation. FUND IDENTIFIERS (FIDs): nd Department ccoun Project JProgram ctivity Budget Reference # mou ID r ID I Year I (Chartfield 2) and Department ccoun Project Program ctivity Budget I Reference # ID I ID I r I Year I (Chartfield 2 CERTIFICATIONS: Submitted for City Manager's Office by: Jay Chapa (5804) Originating Department Head: Chris Harder (5020) Additional Information Contact: Walter Norwood (5026) ATTACHMENTS 1. 60JHMLSSI-MOUNTAINC Compliance.pdf (CFW Internal) 2. 60JHMLSSI-MOUNTAINC FID Table (Carol).docx (CFW Internal) 3. 60JHMLSSI-MOUNTAINC Form 1295 2019-451399 Redacted.pdf (Public) 4. 60JHMLSSI-MOUNTAINC Map.pdf (Public) 5. 60JHMLSSI-MOU.NTAINC SAM.pdf (CFW Internal) 6. 60JHMLSSI-MOUNTAINC- REIMB RESOLUTIONr.docx (Public) 7. 60JHMLSSI-MOUNTAINC 56016 AO19.docx (Public) http://apps.cfwnet.org/ccouncil/printxnc.asp?id=26829&print=true&DocType=Print 4/11/2019 I 00 05 10 - 1 MAYOR AND COUNCIL COMMUNICATION (M&C) Page 1 of I 1 SECTION 00 05 10 2 MAYOR AND COUNCIL COMMUNICATION (M&C) 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 END OF SECTION CITY OF FORT WORTH Meadow Lakes and lenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 201I 1-kp-icctsk03181047-19U-0 Wyk ProdU-3 SPEMFINALSDivision DO= 05 10_Mayor and Council Com unication(M&Cl.doc 0 1 SECTION 00 05 15 2 ADDENDA 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 FAlprojecta103181047-1912-0 Wrk Prod52-3 SPECSUINA %Division 00500 05 15 Addenda.doc 000515-1 ADDENDA Page 1 of 1 Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements City Project No. 01829 031S-047-14 ADDENDUM NO. d TO CONTRACT DOCUMENTS AND SPECIFICATIONS FOR CITY OF FORT WORTH Meadow Lakes Lift Station lSanttary Sewer Force Main, Jen kin Helghts Lift Stgtfon Dee ommissionIn € Ity Projact No. 01829 Adt andurn 4 Raleigsa fate, Fi�bruary 1, 2019 Bid Recelved Nta. Februflry 7, U10 Thb add9ndLF n rorma part of tree contract daouments teferenoed 8bove and madits the orlgin2a CorFiract Dacwanlz. Acknowfedge mcaipt of IhEa addendum by signing and attaching It to the Oor+lmr-1 04�cumenb Onaide covai). Ncft recelpt dr the Addendum in iite 13fd Praposal and On ttie QUIE ' envelope of your b1d. TO, PROSPEOTIVE=1 1DOERS AND PLAN HOLDERS Tfio puns,'5pocifi lions, and Oonlract Docmants Shell be rnwllfied as Isqufred by the foflowJng items: Item 4-1 cfari#Icalion, Sheet 21 ",IENKIV HEIGHTS PUMP STATION AREA PLAN' Is provided Li the CoatracAor for hJs. underslarr&nfr of the available oons#ruclion staging area for Ihle proja t Item 4u "fJa0ons, GC-4.f14 UNDERGROUND FACILITIES INV3E'RT SHEET 14 of 14 MJSCELLANEGUS CIVIL DETAILS of the Meadow Lakes Llft Sint�on project In tflla appandfx (ATT'ACHMENTA04-1) SpeciileaYbris. 00 42 45 13ID J ROPOUAL. € FLETE thlr, sactlon in Its entirety rind repkifed ss ahcswn In (ATTACHMENT A04--2) item 4 Plans, Sfleft 8 JENKIN fit-1GHTS GRAWY MAIN PLAN AND PROFILE —STATION 1+00TO 3+50 DeFete Sheet E and repleise ft In Its ardiraty (ATTAQI•IMENT AD4-3) Rem 4-5 Plans, Shane 9 JENKIN HEI GHTS GRAVITY MAIN PLAN AND PROFILE— STATION &-FS4 TO 13-FBI Plan vlew;-.add casing pipe In the ptan virtw from statiort 10+69.W 10 11+58.9D CITY Or- FORT (NORTH f adnw Lakes Lift Statfan SJNtart' Sawi�r 1-orce ✓whin. Junes n Haights LVI $labor) 9ecn1rnrnNi2F10 "ing OHy Prgprt No. 01.1129 Pf%-rvr MI11UiF I"*Wm piniU4 aPE0WdiendQA*W&m ff"indwkcdw ADDENDUM 4 — PAGE 1 itqm Piers, Sheet 1a, A€)O'tits Wowing 3talernent to Note B "ASPHALT AND CONCRETE PARKING LOT REPAIRS ARE SURSIDJARY TO THE PIPEWNE BiD ITEMS,' Plaasa ;�cknewledge recelpt of Ine Addendum in IW fblkMing I allons- 1) to the space pravided below. 2) Irr iho Prapuspl. Units 1 & tl: Wawr and Senitery Sevmr lExWslcn. 3) Indi"te-fn upper cage ISIMM err the oulside of the seAod Wd alivetope: `RrECEiVED & ACKNOWLEDGED ADDENDUm No, 4' FB11u,e to adcrirtwledge th$ rec+oipt [in Addandurn No. 4 cot4ld .ceusa Pie subjeot bidder to he cons€defed "NOW RESPONSiVr. resulting Jn A signed copy of this addmllddrn shall be placed into the proposal at the Yore of bld submlttsl_ All Iterns In confllctwlth this addendum -are hweby+deleted. THIS ADDENDUM IS MADE PART OF THL SPECIFICATIONS AND CONTRACT DOCUMENTS, AND SMALL BE A4CKNOWLEWED Ohl 1-HE PROPOSAL AND ON THE -81D ENVELOPE_ I LAN PL.U€1+1MER ASSOCIATES, INC. WATER DEPARTMENT DIRinl TaR CHRiS HARDER, P.E<. Y George I. grail, P.E. Tony Sho€ola, P.E. Februiary 1, 2019 Serkior Capital Projects Officer (Water Depl.) 1; F Receipt ckno fa ed. OP+i r.33...d e+r+1-.i.............. j 11FORGE 1. 1=ARAH �-P S +� 1978 Title Sell i'•..#C�,r'+ Ak c mpany GI.TY OF FORT WORTH Meadow LWws LIB SlutIon Sanliary Seaver r-Okvn MWn, de(rkln I EalgMg LHt Station DmoomrnIsManlnp r.'�,u. 16ci1di6R.1912 GY+kCky Fro]ert No.010?9 n MQ3 OPEG%V-d?aMAPnhni 41AU dniee ADDENDUM 4—PAG 0 . 1FniuMqa 'C' Bad" V W9 Offi .,LBOLLARD DETAIL. NM CONC. COLLAR DETAIL r ------ 16" GATE VALVE DETAIL I POLY PAD DIMENSION 5'x7' MINIM M CONCRETE TOP VIEW, """' 11 LESS MANHOLE COVER 6 gAL-L& AND RIM INSTALLATION r, WA A 'ENO. 6 BARS, 6" C/O (77M) NO. Y, BARS, 12- G/C (TYP) MIX 2 it a NM 4 F RMOMIL �KV. 4 WAYS lr25WC01PCRE8TWE It SECTION A -A NOTES; I. 241-K40" Fort Worth standard 336 lb. manhole cover with the word "WATER" cost In 2-inch laffers, 2. Valve vaull Bldg walls shall be precast reinforced concrete pipe of ihe longue und grome design, muellng the requirements of A.S.T.M. C-76, Class 111, or equal, using RAM-NEK ploslra seal, or poured-fa-ptara 250U# rGIntotcad convrote wlih 8" walls_ Cbrimle walls shall be rotriforoad with #4 c1rcular bum. spacers 6' c/o horizontally and 6" c/o vertically. Poured -in -place 00'700 Must 11=4 "first SUKOCO MhMPg" as specified In E 2-14.15b (1) of the General Contract Documents and Specificotions. :5. Polyurelhone cushion pod, as supplied by Texas Plastics Material Supply Company, Fort Worth, Tvxov, or equal. 4. GFOat wilh raorfor- 0. 2UNFORCED CONCRETE PAVEMENT Extend Concrete 3' b&aw Interior 0-est pro.], 'Inb Corrosion —Mistwt .Atinz slope to I)raln 4 3,000 psi I concrete 4" F14x base, Subgr1ade, Compacted to w/ No. 4 0 12- Compacted to 109X Sid. O.C.E.W. 95% Sid. Proctor density, Proctor. VALVE CAP CONCRETE COLLAR CONCRETE PAVEMENT' DETAILS �S3• =rs RKtANSION JOHqT JO11Nr DETAIL -SEAL 40M DEPTH Collar TRANSVERSEX FORUM CAO EP_R F n"SICIN JOWT PAW", JOINT 1 Thickness Thickness 2_0 1t_ RADOS UM S=oK jDW A OMPARSM 4' SHMTH EIVEL a er TKU(NIM illIr to be 6". 6' T 1 4 -I.. � 8 Center Valve Cap in Collar 2 2--j I/r w avawm T T 7; - STOP SIX ONE 2 :T/r Rftvow sale W RON 1. Hefehl 9 3,000 psi Concrete a R WAXY --POLVEDFILME DOND = - a -Am TAPE is na IX SEARED. TYP' S=ON .-I., - "�-,-REDWODD EVMSW "JT Fktm Bars NOTE 1. FM='*E`X FOAM UACM RDD DOES Nat BIT ON BOTTOM OF SAW - OUT JOINT 1310M SUPPORT 2. S!UC= HAS GENERAL WA)TH To Mnj RATIO OF 21t 3. ALL EWMMDH JOINTS SHAtJL BEJMVWW VATH CAPS. 4 ALL DOM$ TO BE PLACM AT 3 JOINT DETAIL - MA S AWED MUMW JOMT FOR SAWED DUMW JOW BUNT IMIH MWE TPAE VIOURM CLIT r JONT =212 Jaw DEIPJL 2 1/4� -=E JDW _-SAVIED jW rptE ��cg MINIM PQLNEIHTUM FOAM ROD WOOD SLAT CHAIN LINK BWACY FENCE AM GATE DETAIL H FENCE NOTES - LINE POST 2PIPE 9MZE9 rM ARE USa4M00 DATE MAMD PHOEMAVY END POST 2-WO Sol 40 Wj- DULYR. PADLOOC KPED TO OVMWS MASTER. PAOVR)E GRADING AS R001ARED AT AL4 PW= CMIRMCES TO AU,0�7 rM UNRESTRICTED OP0*ID OF AM 4- ume- sm wm-i flowtuENT usamms AND ARE FOR GUIDARM ONLY. FENCE S"Att DE DESIGNED BY SUAPUM 5- PROWX T TOOK BY IV VADE COAMETE MON MP TW. WATER SERVICE LINE & METER SET DETAIL METER! BOX Bow MR MAINS ON 0 OPPOSITE WE COPPER SERVICE UNE 01, STREET INSERT HEWNDSS fNTnYr?) -TW L PREYERT STRESS A L.M6 FROM MOVE, "T Or THE SM MAN IN STREET_ -BRASS TAP WITH D0VBA VAKD CORPORATION STOP TAPPJUG SRDOLE TO KP2 IN HOT BOX FOR BACWt" PREMTM COPPER WAM UNE MEIN COLPPLBJ6 METER CURB SW OR ANGLE MIL-B-1 GATE POST 4'0 SON, 40 PAPE 1A . 0 _"S P WARDER 9 85470 tilt .�* WIT ROM, et, A .k- CHRIS P. HARDER, PROWT ENGINEER 11 2av6- DATE N I IIAI 1�1 __ 1K IN WATER DBPAUTHENT AMWF L49YS Lh;Y STA77ON PROJECT JULY, 2005 MISCELLANEOUS CIVH, DETAILS MY OF FORT WORTH, TEYAS YrATM DIR-PARTMWT ENOMIERn,10 SERVICES Dpr=QK iaPDREW ca A Al 1-11-07-10-05r-14 OF 14— ATTACHMENT AD4-1 5EGOON OO 02 0 PROPQSAL f Ulth4 UNIT PRICE BID Bidder's Appticatiorr Prolert fairs InlormakiGn ellMs %'S,5 NO hOSfrlPlioa, UNI1 1 ESANITARYSE1dffRFORCEMAIN) �"(&atlan 5ettlom Nm. Ural a Memm lru 9fdt �Ilanlrtt LJrl11 Nrs; r Takel Price 1 1331.422116"SevnrFgfMM06 331112 If 6440 S _ 2 3331.4310.71"Sewer Pipe 3d3170 LF 129 $ S_ 3 3305.3)mIV, 34WLrCarrler;'gym 330514 lF 165 S� d 33DSJ10636" CaslnR h4 Qther Tluall 4[ren Cut 310522. lF 16� $ 5 317SjpYfD1 SWPPP 2_ 1a[fe LS 3125U0 IS' 1 x� fi 3.305,014 IrMlgSafhY as la. U WO S � 7 R3A130al Sanitary Lim FarmpdriQuT6MInBForc�eMlin 0241A C4 M � 0 37013r61d Permr- Cony Pvmt R", ReWmlrat Full Parwil 320129 $f 6501) .9 4 Si61A DD re . MfAiall7fOrKh Repolr 320117 LF 450 S. $ 10 Aif .0113 Pefm_ Asphuft Trench Bo F) N t Chtap 1101 17-135 n 32 GI 17 LF a5im $� I i N201,0701 Atplolt Pvrnr likpalr ee W unfJAed Whdtiw FoWrntlal 3201 11 SY 504 $ S� 17 371aululTConc{urband 6Umr 311511 LP Intl $ $ -- 13 3;WS n70] Select Elmbedenent j CSS dd W 14 Lv 14 3MSbAW. Svlecl ppckTO ka repute llmeOmte and high P1 solNj 1231U 04 {Y d 100 $ S 15 111336.MG1 Com[rele Emase Sawor P6pp Ell goo CY ab $ $ 16 37.92A7003eemn9.9raml-ast 37"l713 9 4515 � 17 93R5.1n In IJl ?Amrk4m 35 05 76 EA 9 $ $ 18 33iaaloz 5"-12" IreeifRla�ai 3t 10 Oo EA 3 $ $ 19 3110.01631d'-ifl'Tree-REmnral 3114300 EA, 2 S M 3np.I D014' fAanhoie 533910 EA 2 S 5� 21 U241,1113 C-12- Pm L rr P14 024114 EA 7 $_ 3 22- 333LSW3 All s�werAir Release Valvo fk Vaull 3331713 EA 2 33 L M-1.0102. W Saws Pipor Ppinl T44pQ SW LFJ 33 M. 72i 33 3t 25 £A t0 a 24 S33S.0103 .9" Sewer PIPE, Point lte akt10 Lry ila EA 1JD 15 ;fd 1.010l4"Sown,N",MARepaDfld.tl) 73 FA la � #_ ]U 3331.3314 CSEmr5or&%Ralistwko Nil 3331 50 EA 3 _ 27 3339.0d0t Fpax Munhalik tcmlrq lit It Gla} U Mj A Yr ]2 4 29 3391 A lm 6" 54y a1 P6po 3131 an u 5m 5 $ 79 333 L.A U5 8" Sewcr Pipe 343170 tF 504 30 999 -QXQ seWer suvlteAzplah "59 ❑0 Eh 10 $ is 31 Mg,0001 Warvimtrml Unit 49 OW EA 2 $ $ 3R31_g001hAHICianllnl 347113 W 6 5 ' 51 213D&.Ml6 E4kNOWY IrKalwlklnrl 330530 FA 79 $� 34 33ILLOOdl Ne-CM Jnipnr.tkm Frf 54L$l;jpR W m VVr-PlpKJlnn 110111 is ?20P 35 343,01J1p2 Pgft-CCTV inspeitlen of 1W tM 336131 L# 020 35 301.♦ W_l pIr}r. t'[ IV Inypactlen 01'2 1" 55 Pipe 33 0131 LF 120 5 37 AgRgAMM ilug-[M I91tpe€1 imrr of I'mu g 6" of 9" VC PliWl lw 2301 al tr 1200 S. 39 2M9M03 Constru[klem 5mEu joa-built kadlmx %rwy) 011123 m 1 $ $ 59 999"AUlt4 �and,u[ti[m9li6fng 61 71 �3 LS +t0 9999.11110511ep1ete raistirig Manhole and ConnecUOM at t'+lovdvwibkm Lift Stalirm gagqv a1 990.0006 frQPpkrell at Malian 13F35, Mrr mve.and ftca,a[e "9� 99 LS L 6 $ 42 9994-OW]rC s73t UEVDrlAllawrxmm 999999 LS 1 100,0roDo iLlp,{100.OQ SUbtatel UHir I �+ F_tipmJr4Uttk116' -1-IgL7.0 . 'r;C PmdU,-1 Si'1?CSt,4d &udmlA4desdilro 4kAdp[7WWnd A134.2 Elfd PAvoul 1-31-2019 UTr4CHMEENT AIM-2 S1<CTdm 41) 41 J13 McPCrAL FoRM UNIT PRICE BID Bidder's Application PtaJ■a Item Wrimiorlan $W1l# Nen� No, 8esdri klalr p S1we1lleelltln UnM al Mxtuwd PId LAY Jrdl Prire Tt-sr.i Frtt UN17 II (SrANRARY S5VAR G RAVITY MAIN) i MLIA71k1 12` MWdr pre 93 312P v ISO S 5 7 &4134815ehlk■ryfimiSrw rFj&-a nI2"S# Q 4114L C7 420 S $ 9 3M.MK 17"AryfttGM.ivj a D15524 LF 110D 4 MCSi WOBTrenchs#" -iM 10 LF M $ 1 5 330S.M4 2d` Cililllr By 01her llun Llpen tyl, 33 M 23 LF KIM } $ t 33(L9..LiM-te Using fw+ Mil Cl.ksl 3545 a LF MU $ $. 7 3216A;4E r Can[ Curb "d Cwlter 3I 119 1A LF 34 $ e MfrjwdDa1e ,kPbaltrrdndF alr Jb,j 214M17 LF 140 9 50#A143Fum.rWh&Tr-mLhflhp-ir 7 170327 LP ]AD i44 6IVl&MI-Aq Waifmrfr4upairBe401WLdgAe.4WIQ,XglldcmW 32a]u 3Y zw �p $ 31 diA1OZ Lune SkOrLe111p bry 2j' Oglkh 313701 5V ]4 $ $ 12 379201M19lcalad k)IuL4mnt 334]1-a P 40 $ 13 3339-lukgr1Ainhdle 293910 FA d S 1✓t 32-IM34'Cwil Dilplh whale 33 3F 10 VF 79 $ +� 15 �339.INZ4`OrouMenhde 3J'-ixG RR '2 $ S 16 MNO-1141SPMmnhari 33N10 FA 2 $ 5. 17 3339, 1 p7i 5' FAV* O;!pLb MWnho1■ 32-Mw vF' S2 Jit 3134.iIO2 4,' nrMp AA4nliord Sa 97 14 [A- 0 33d7,W4I EWYV Mun6d&Ca dno Wi iXi7INj Hit "10 VF 29 3934.b901A apa'y M6.11W a C4501rig ts F1 9 am d3 39 69 VF a $ 71 Mr..0110 kJOICy Markers DR US14 FA 3 [� 7x 3201-0!l14 Carr Pant Know, 044dmlltlal 17 of $9 SF 75 $ gal IMsim01 314PPP. 2 ] acri% 31 x5 Ga LS 1 5 24 M71_ M Trdllc cmuol 3A n 13 MO 11 5 $ 25 3KG115 EXPIP-rokmY Dewgilon 34,1154.d4 E-A I "y 10 13ALODM Pre M.V InspeOWn in 01-4Y 1F 27 MLI MA pryt-{M lmmtdo(r n 0191 LF 1280 $ �6 9939ONZQhMftluron!ke V ad 71-29 is 1 S. 24 5899.Od`A G4nP1Frj 14h 5L4.k1 Od 501 F4ed1lne 1a e J 017125 LS 1 :0 9999.DX1A Eiji rtin6Pnrsand {mitrwtftwTree CO s 5999 to 7 S 31 9I J YJWM Rirmleei 14 Eximhig Mmihole at W Or. lip 19 99 fA 1 5 $ 3] W99-fl00G lona,,.dnd Repluce 12' Gf4LL a Intel 56 *9 05 IS I' 9441-i4107 VecunmlWJoplenkln Fmighn Lffr!kpillon. Elec[rit11 Campunents 99 99 9a LM 1 $_ 34 N93AIM P4rvPrri1B110rL knklh Mfl hu Pfi 5iatlon fame■ fth g"[ ""IN L5 L. 4999-WO Debo lsslon Lrrf aFaflon 9Wnd MCIMI 9G 9499 L5 i % 36 ""-W144jr•Lwrf.WlfAntiiaCoNrarnertPggrr %TWDW u L s $ yi KOMI wRdWHOft io4e.hd Psplpm 999699 LS 9B 999-0412 Ca.A aion.Ulowlnca ]93 99 79 LS $ 58 Op 3firi>«1 yuetQ��L41,NIfiJI $� 7e14Awt1hirk1VNII Ili s� ]END of sEcTIOti F.6pMrctmW 19W47-l". a WA PrOdU-1 SPiEC3rLjkddCD&kAdL6Mdu1uAAAuwmeeLAD4,2'EodPMpmM1-3k-2RF"F ATTAC'}IMF7TTA1747 0318-047-1 A ADDENDUM PCB. 3 TO CONTRACT DOCUMENTS AMD SPECIFICATIONS FOR CITY of FORT WORTH Ilffeadow Lakes Lift S#abfon S3nit3ry Sever Force MaIn6 ,fenkln Heights Lift Station I1«ecoinmAslonfng Lily Projact No. 0180 Addendum, 3 Rexleasa Date: JarlLmry 23, 2019 131d Recallod Bale: February 7. 2019 This addendum farms earl of the canfradl menls feteranced above and madiiies the ofigfnal Contract DoQurnents. Ackrrowredgp foceffrl of Ift addendum by sigrftrlg and 81tanhIng It to the Coatracl Documents {insldv COV00. dote rectipr of the Addend=1n Ind Bid Proposal and on the oular onuclope of your bid. TO' PROSPECTIVE 131f)DERS AND PLAN HOLDER The Plans, Specillcatlans, and c,onlract Documents %haft ba nno&ried as mqulred by the fatluwlflg Ilorns: Item 1- Spacificatfons, CO 11 13 INVITATfON TC BIDDERS. DELETE this section In IN anfirely anti replaced as shown in (ATTACHMENT AD3-1) Please aoktiowledge recaipt of iho Addendum In the foftowing iocalions; 1) in the space provided below, 2) ftE the Proposal, Units I $ 11, Watef and SanlUq Sewer Extension, 3) lridlcMe irl upper caoo Ielters on the outalde of the sealed bid envelope, "RirCEIVED & ACKNOWLFO ER ADbEIUi]UM NO. 3" Failure to acknowledge tha receipt an Addendt#m No. 3 could cause Me subjerA Wder is ho cnrisltlared "NON- RESPONSIVE". resutttng in disquallricaliall. A signed copy of 1hia addendum 9,Nill ho placed into the prapusol al the 1fmt3 ul b►ld suhmi#ial. Alt flerrto In conflict with Mis addendum are hereby deNtod_ Tr IS ADDENDUM IS BADE PART OP THE SPEr, IFI ATIONS AND CONTRACT DOCUMENTS, ANP SHALL BE ACKNOWLEDGErD ON T14E PROPOSAL AND ON THE HIB ENVELOPE_ ALAN PL.OMMER ASSOCIATES, INC- By: George I. Farah, P.E. January 23, 2019 OF 1W It, ......................:... iO GEORGE 1. F:ARAH r ............................... 97448 Seal oi°-,r ° Simi WATER DEPARTMENT DIRECTOR CHRIS HARDER. P,r, By: A �; t Cr Tony Shollola, R E. Senior Capital Projects Offrar (b aler Dept) Receipt Acknoy4ed d; By; Tifle Company CITY or FORT WORTH MtMcrow Lokeq I IA Slatim sauHary Sewer Foraa Meal, ,lankrn Hetghts LM Starlon Deoamrnlsslorft ADDENDUM but tNMiIMOa14hh6��a�fiuhltr�iimA' r+Y.�Ai�meere+}Irrirwll'll.yk.I�: CidaroµP'1+SWJillh4L]enuuni�3 nar r'4LJ11EN UM 3 PAGE I on 11 11.1 jNVt';' ncN'ro mj)DE'RS 111kgr I of f 2 SECTION 00 1113 3 INVFTATION TO BEDDERS 4 S RECEIPT OF BIA& 6 Sealed bids for the cunstrurtionofMend ow Luker Lift Stal ion San [is ry Sewer Fame Main, 7 JEnldu Heigh(s Lift Stodon Decommissiouling. City Project Flo.: 018 9 will be rcecived by the 8 City of Fort Worth Pumhnsing OM": 9 10 City of Feat Worth 11 Purchasing Division 12 200 Texas U Fort Worth, ToW 76161 14 until 1:30 P.M. CST, Thursday, lFobruary 7. 2019, and bids will be oponed publicly and relied 15 almul at 2.00 PM CST in the Council Chambers, 16 17 GENERAL DES R PTION OF WORK 18 The major work will ponsist oftho (appmxJnwtc) following: 19 6,700 L of l2-inch Sanitary Sewer Pr sgre Fi3 iNnits 20 1,300 L.F of 124wh Sanitary Sewer Gravity Ltue 21 + Nvonsin i ss ion Jenkin Heights Lift 51alian 22 24 The improvements i ncluded in this prgjwl mint be performed by it contractor who is pra- 25 qualified by the City ut the time of bid opianinp, The F,roredslres for qualification and pm- 26 qualifwcatirm aro mttlined is the Section 00 21 13 — INSTRUMOI S TO BLDDERS. 27 28 DOCITI E, NT EXAMINATION AND PROCUREMNTS 29 The Bidding and Contract DoaumdnU may bu csmmined or obtuinod nix -line by visiting khc C4 30 of Fort odh"s Purclw ng Division wabsite al htip:llwww,fartworthtexas.yovluurnhastng( and 31 clicking on the I kt aw link to the advertised project folders can the City's Buzzaaw site. The 32 ContracA Mcuments may be downloaded, viewed, and prinicd by iniurasted cunuaciors andJor 33 suppliers. The eaniraetur is required to fill out and nutaHzt MID Certificate ofInterrsled 34 Parties Dorm 1295 and the form xuno be subrrlitled to the Piviect Msinuger brefore the 35 contract will he pruented to the City l~onitell. The forms can be obtainer! at 36 fsltaa:llwsvw.ethics.stafa.tx.usltrdl0-I�al`o.ihtm , 37 38 Cbpies of #lic Bidding and Contract Documents way be purchased from Man i'lumnier 39 Associatc% Inc,, L320 S. University Dr., Suite 300, Fwt Worth, Texas 76107-5764 40 41 Tho coal 6f'Ridding-=d Coatract Documents is: 42 Set ofBidding and Contract Dociimants with full size drawings: $80,00 43 Sc[ of Bidding and ContmrA Documents with had r size (if avai lab%) drawings: $ 50.00 44 45 A 74-hour nobs must be given to th4 Engineer prior to pinking up drawings and apecificntions. 46 47 48 49 Sid IIRE13ED CONFERENCE CITY Or FORT WORT 4 Moudaw I.Aus and Jankln Me&s 5suitary Sower lmprovements STANDARD CONSTIMC"fION SPR9 1rLCAT1ON D UNMEN'I'S City Prcjcct No. 01829 e ux�l„ u 5�q uuruye�rweww.Atiw+idnw,+ic�ary Otompt MmhLazmLUwhKLu1W14WX 1W II a rwUDGulaniditm d.o An- I 00 11 13-1 IMMATION M BIDDM PW 1 of 2 i A probid conference inay be held as described in Section 00 21 13-11d5'rRucr[IONS To 2 BIDDERS at the Following loeation, data, and time: 3 DATE: January 14, 2019 4 TIME: 2:00 PM 5' PLACE: 311 W. 10" Street 6 Fort Worth, Texas 76102 7 LOCATION. Water Department Enginftring office across from Fedoras building, to Traffic 8 confe- a cc room A. 9 10 11 l'I'Y'S 1UGHT TO ACCEPT 4R .REJECT BIDS 12 City reserves the right to waive irregularities and to accept or reject bids. 13 14 MQUIMS 15 All inquiries relative to this proc=merrt should be addresscd to the following, 16 Aft. Walter Norwood, P.E., City of Fort Wwb 17 Enmil: _ va er.not wood .€or#wPr ftik as. ug�v 18 Phone: '817-392.5026 19 AND/OR 20 M: George Farah, F.R., Alan Plummer ssocietes, Inc, 21 Email; C rnfl n>�3enr.carlll 22 Phone: 817-806-1700 23 4 ADVE WrISEMZNT DATES 25 December 20, 2018 26 Deciombglr 27, 2019 27 29 CITY OF FORT WORTH Mmdow takes and destkdn Height Sari itary Sewer bnprovemants STANDARD CONSTRUCTION SPECHWATION DOL'[TM-ENTS City Project No. 01829 �ippTJaha �ueafhilavo7lhWendrrxw4'I';mlimyry InMrml FIIe14Cmutm.Ow6soY5nkVwyp, �,h l 11 I i L malclom lip RIdAen*u AD3—] R31$-047-19 ADDENDUM NO, 2 TO CO TRACT DOG UTOENTS ANO SPECIFICA VOINIS FOR CITY OF FORT WORTh1 Meadow Lokes !Lift SO don Sahftary Sewer Foreu Main, Jonkfu 110ughts Lift Sta[In pi Dar,ornmiss lonfrxg Oily Projua No. 01820 Addendum 2 Re5e Dala: January 21, 2U19 Bfd Received Vale. ,fanuary 24, 2019 This 4ddendum forms part of the writracl d❑cuments reforsncod above and modTles the original Orxntrecl Dac jments. Acknowledge recelpl of IhIs addendain by slpIng and ailraching it to tfle ContFact DocurneMS (Jnside cover). Noce reo0pl Of lire Addaildurn In tde Sid PlopesA wd an the outer envelope of your h1d. TO: PROSPECTIVE B3QDEIRS AND PLAN HOLDERS The Plans. Sped rications, and Conlracl Documents sfaall be niodiferJ as required by The following Iterns: stern i�-1 Plans, SJleat 33 STANDARD DETAILS IV DELETE detail 33 31 70-D2 and Replace It with Now detall 33 31 711-3206R. Please ackn❑wJodgo recolpi of thu Addendum In the fullowhig Locations: 1) in ilia space proAded below. 2} In the Peopo.,of, Unlls I & I.I. aler aild Saalla,y Sowof Ektun5lon. 3) IndIcale In upper un-se lepers on the oulSJde at the seaFad hid envelope: "RECEIVED 9. Ar-KNCWLEDGEO ADDENDUM NO. 2" FaiJufe la ackrkawledaa Ore recelpl on Addendum Nn. 2 coup!; c*usD Pie subjesd hidder to bo i�onsldererJ "NO19. RESPONSIVE", r6eult1n0 In dlsqualilicallon. A signor!; copy of Wr, addendum shall btu pligoad Into the propozol at the Ilmo of Laid suhmIllaL fill If ems hi conflict with IPiis addendum are hereby deieted. THIS AfDOENDUM IS MADE PART OF THE SPEC II=IGATIONS AND C0147RACT 100GUfuENTS, AND SHALL a ACKNOWLEDGED ON THE PROPOSAL AND ON THE f3fD ENVJuJ`OPr� . ALAN PLllMMER ASSOCIATES, ING- ay_ 6 1- - Gaarge !, Faro . P_E, ,January 18, 2019 Seal WATER DEPARTMENT DIRECTOR OHRIS HARDER, P F_ By. (" Tony Shaiola, I.E. enter CapltaJ Projerts [officer (Water Dept-) RecE0p ;AcKpVV1qpqqd.- BY' l r .! �z 1f4 Title ae4"e_ company CITY OF FORT WORT11 Wadaw Lakas Lift Stalion SaMa ry Smo r Farts P 7aln, Jonkln fi ONG IJR Stalion aecorimiksfon Ing Co Jaroje ct Ida, 01829 I n NOTES: 1- VENT SCRUBBER WARRANTY SHALL BE FOR 2 YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION AND SHALL INCLUDE MEDIA ANALYSIS TO PREDICT LIFE OF SYSTEM MEDIA AT MANUFACTURES EXPENSE AFTER 1 YEAR OF OPERATION. 2. VENT PIPING SHALL BE SAME SIZE AS VALVE OR 4" MIN DI PIPE AND FITTING AND CERAMIC EPDXY LINED PER SECTIONS 33 11 10 AND 33 11 11. 3. VAULT TOP SHALL BE PERMANHOLELID ASSEMBLY DETAILS AS 114DICATED ON THE DRAWINGS. 4. MANHOLE LID MAY BE CAST IN MANHOLE TOP WHERE VERTICAL REQUIREMENTS PREVENT THE USE OF RISER RINGS. 5. VAULTS SHALL ONLY BE PRE -CAST MANHOLES. 6. SECURE VALVE TO VAULT WALL WITH STAINLESS STEEL BRACKET BY GRINELL OR APPROVED EQUAL. 7. INLET PIPING, ISOLATION VALVE AND VENT PIPING SHALL 8E SAME SIZE AS AIR RELEASE VALVE AS SPECIFIED IN THE DRAWINGS. 3" VALVES SHALL REQUIRE 4" MINIMUM VENT PIPING. 8. PIPE PENETRATION THROUGH VAULT WALL SHALL BE SEALED WITH A NON -SHRINK EPDXY GROUT. 9. WHERE TOP OF OPERATING NUT IS GREATER THAN 7' BELOW RIM, PROVIDE BRACING PER INSET 'A' EVERY 2'. 10. CONTRACTOR SHALL COORDINATE WITH MANUFACTURER OF ODER CONTROL UNIT FOR REQUIRED SPOOL PIECE LENGTH AND EQUIPMENT PAD HEIGHT TO MEET VALVE HEIGHT, AS NOTED. 11, AT DISCHARGE MH USE WAGER 2050-200i 12. CONTRACTOR SHALL COORDINATE WITH CITY STAFF THE INSTALLATION LOCATIONS OF ODOR UNITS. STAINLESS STEEL 13RACING OR APP i F EQUAL 1 i r STAINLESS i AND NUTS i i 19 i F ELEVATION PLAN INSET 'A' If TOP OF NUT IS > 7' BELOW RIM PROVIDE BRACING EVERY 2'. SEE INSET 'A' -OCATE OUTLE-T SUCH THAT 'ATE VALVE MINIMALLY NTERFERES WITH ACCESS AS -SHOWN 3,-6"(TYP) 6" (TYP) " HINGED RING 0 COVER PER 05 13-DOGS, IF PAVEMENT HINGE ALL BE ORIENTED HARD ONCOMING NFFIC SIDE OUTLET WAGER 2050-fOD VENT SCRUBBER 20501"APC-100 OR APPROVED EQUAL (SEE NOTE 1 AND 2) VALVE SELECTION NOM, PIPE 0 VALVE .SIZE ' S"3" 10, 3"-4" 12' 15" 4'-6" 18" 6 —8" VALVE SIZE SHALL BE CONFIRMED BY ENGINEER MANHOLE DIMENSIONS HALVE STRUT SIZE •X" DIM. "Y" DIM. 'Z" AIM. 3" 5'0 11' 1 13" 4" 5'0 11' 1.3" L "U" BOLT g' 6'g, 12' 16" SIDE OUTLET WAGER 2050•-300 VENT SCRUBBER 2050FAPC-10O OR APPROVED EQUAL m m (SEE NOTE 1, 2, 11. AND 12.} F f� 32" X 36' MIN HINGED FRAME AND LOOSENED FLANGE COVER PER 33 OS 13-0008, BOLTS OR IF IN PAVEMENT HINGE SHALL BREAKABLE FLANGES BE ORIENTED TOWARD AT GROUND LEVEL ONCOMING TRAFFIC 12' MIN FLAT TOP PRECAST MANHOLE MOW STRIP PER 33 39 10/20-D208 ,�• r? 5 . .. . . f CONCRETE EQUIP PAD AT GRADE CONCRETE PAD SHALL 8E •• ' ;" �'' 8-INCH THICK AND SHALL BE a ; 18' z «f f Y ' "Z" REINFORCED NTH #'3 REBAR ON Y r {' j 12' O.C.E.W. REBAR SHALL HAVE A 3-INCH OF COVER MiN COMBINATION AIR VALVE PER - Ij SECTION 33 31 70 RISING cps 12 MIN. GRADE I FLANGE BY FLANGE iq I STAINLESS STEEL SPOOL J PIECE (OPTIONAL} 6" SEE NOTES MIN.X • . PROVIDE MITER GEARED GATE'1 TYP. VALVE (AS SHOWN) WITH 2" .- h SQUARE OPERATING NUT, ALL `_" �"� • y fr"+, VALVES SHALL BE FLANGED � PER SECTION 33 31 70 •s.. * 4 MANHOLE BASE SHALL BE REINFORCED WITH #6 BARS 0 jj��t' r• ' `•r� s € �ii f;�y'4 Y3 � u } l b" OC£W (TYP.) s r J..x £ ° f �• '�`sy y� s +?' Y Fs'�- � 1 _ �. UNDISTURBED OR COMPACTED i f, 12" MIN. UNDISTURBED OR COMPACTED EARTH EARTH - r FLANGE BY FLANGE PLAN VIEW STAINLESS STEEL SPOOL - - - . FOR PVC OR DUCTILE IRON PIECE, EN2 pF FL_ANRF PROVIDE MJxMJxFL DUCTILE k T � A -- \ - - � IRON TEE: RESTRAINED mFH RETAINER CLAN F NH - - -� GLANDS ON RUN, ,� � COATED WITH PROTECTO 901 � _•• OR APROVED EQUAL, FOR p to FIBERGLASS FIBERGLASS PROVIDE FLANGED OUTLET P � /� / � � /� %�% r � t.✓, CRUSHED ROCK EMBEDMENT %• .......••••......•• ... SANITARY SEWER FORCE MAIN PER SECTION 33 DS ID r GrzQRGE 1. FARAH .•� DIRECTLY BENEATH MANHOLE *............................... s T! N ^' 97448 9r` �.�.✓ WAGER 2050-100 VENT �� s$(�fy�,�¢•lA" SCRUBBER R APP PC ED E WITH 6" INLET OR APPROVED OUnL _„_ TOP OF VENT VALVE !! (NOTE THAT EQUIPMENT PAD NEED TO BE ADJUSTED fF FLOOD 90' BEND PLAIN IS WITHIN 2 FEET OF THE EXISTING GROUND ELEVATION) DIP SPOOL PIECE (SEE NOTE 10) DIP FLANGED VENT CONNECTION WITH 7.5" BOLT CIRCLE DETAIL 1 TOC EL MATCH EX GRADE FORT% TH CITY OF FORT WORTH, TEXAS SANITARY SEWER FORCE MAIN CoNiBINATION AIR VALVE ASSEMBLY - 3 TO 8-INCH VALVES REVISED: 10-08 2012 33 31 70-D206R 0318-04 7-19 ADDENDUM NO. 1 TO l'ON'rRACT DOCUMENTS AND SPECIFICATIONS FOR CITY OF FORT WORTH Meadow Lakffs lift StatJan Sanitary Sewer Farce Maln, Jenkin Heights Lift Station Decommissioning CIty Project No, 01829 Addendum Rele; Bsn I?i�ife, Janwry 7, 2019 Bld Rawived Date; January 24, 29i 9 Thls addendum forms part of the contract documents referenced abovo arld muctir1as tho orl9Inal Contract Dr)cumanls, Acknmvladge recelpt of this addendum by slgnJrlg rind attac.Nn{1 It to the Contract Documents (irlslde cover), Note recelpt aF the Addendum In the 131d Proposal and on the outer envelope of your bid. TO. PROSPECTIVE BIDDERS AND PLAN HOLDERS The flans. Spb6fiications, and Contract Documents sahall be modlliud as mrlt ked by the fotlo ing Items Itern 1-1 Clarification: A Folder has been added to City cF Furt Warih I Uzzsew fur Plan Holder rugistratlon at Ilse link below. httnF,;11P iecLcoint.buzzaaW.00m/clientfforhyorlhgoylirri�strucLiAte_M�2C.FjgJ13 W01829"1a24- ° 24Jinklrls�k2i?HeJ ht A LS Ij20AbsndnnM!g�UBld9��2Of�ocurrtenisofo2OPi3pka�elEj�?Fk�n2(11-11 r~ As an alternate mathort to access Iht3 Bid Documents, 1) So to: 17llfr;flforiwarikrlexras_gnvlt�wfCifnlra�❑tor8� 2) Scrolled down to Conslrurtbri Sfds. 3) Sr3I$et 01629, .Jankin J-109fTls Loft Station Abandonment The pagF shown In Iho invilaiton to bJdders and If; the advertisoment rerna Ins aveIlahle, 11!13M 1-2 SpecfficaVnDs, 00 42 43 PROPOSAL f ORNI_ DELETE Pil's secllan In Its entiro;y and replaced as shown In (ATTAt]HMENT AD1-1 j Item 1- SpeclRoallens, IAPPENDIK OC-$_OB_D MINORITY AND WOMEN OWNER BUSINESS ENTERPRISE COMPLJANCE. INSERT Tl IESE M13E FORMS aft THIS APPENDIX 1 MBE PRIME CONTRACTOR WAIVE FORM (ATTACHMENT AD1-2 2 MBE GOOD FAITH FFropT FORM ',ATTACHMENT AD1-3) 3) MSC JOWT VENTURE FORM (ATTAC; MENT AD1.4) 4) M8E SUBCONTRJACTOR-SUPFLIER UTILIZATION FORM (ATTACHMENT A171-0) 5) MBE SPECIAL INSTRUCTIONS FOR IR]DDEIRS (ATTAi'HM,ENTAD1-B) CITY OF FORT WDIRTH Meadow t_akas LIR Stallon Sznllory Soawor Farce Main. Jenidn He�ghis L.irt Siallon Datnmmissior1Jng C:fry Project No. 01829 F_Iprofr209)D31W047-1QU-0V A Prnd17-1 SPECSlAddandaUAddondirm I'Addendum_1,doc ADDENDUM I — PAGE I 0318-047-19 Jtem 1-4 SperiflcaHons, APPEWiX 60-6_07 WAGE RATES INSERT WAGE RATES IN THIS APPENDIX (ATTACHMENT AD1-7) ammi J_ Plans, Sheet 3 GENERAL SEWER LOCATION MAP: DELETE ihks sheet In Its entirety and replace It wilh tho allAdied zLheat (ATTACHMENT AD1-8). P9ana, SI1W 6 GENERAL CONSTRUCTION NOTES. Add the following Now to this sheet, '62. THE CONTRACTOR SHALL CCTV 1EMST ING S' AND 8- SEWER MAIN (VC) I-IICH PARALLELS THE PROPOSED FORCE MAIN ALONG SHADYUELL Dk. PRIOR TO CONSTRUCTION OF FORCE MAW, TO DOCUMENT IT'S CONDITION- THE CCTV DVD SHALL BE PROVIRE0 TO THE CITY. THE CZTV REPORT SHALL COMPLY WITH SPECIFICAVON 33 01 31. THE 2,210 LF FROM EXISTING MANHOLE AT APPROXIMATE STATION 38+81) TO A MANHOLE EAST OF THE INTERSECTION OF SHADYIDELL CAR. AND WOODLAKE DR. 63. AT THE CCNCLL S10N OF THE FORCE MAIN INSTALLATION AND PRIOR TO RECEIVING FLOWS, THE CONTRACTOR SHALL CCTV EXISTING 8" AND 8` SEV R RAIN {VC) +l MICH PARALLELS THE NEW FORCE MAIN ALONG SHADYDELL DR. TO DOCtjMENT IT'S GONDITIGN. THE 2.210 LF FROM EXISTING MANHOLE AT APPROXIMATE STATION 38+80 TO A, MANHOLE EAST OF THE INTER ECT[OKI OF SHADYIDELL DR. AND WOODLAKE DR- THE CCTV OVD SHALL BE PROVOED TO THE CITY. THE CCTV REPORT SHALL COMPLY WITH SPECIFICATION 33 01 31. I. IF THE CONTRACTOR DAM AGES THE NEW FORCE MAIN OR EXISTING SEWER SERVICE DURING REPAIRING THE EXISTING GRAVITY MAN, THE CONTRACTOR SHALL REPAIR THE DAMAGED FORCE MAIN OR SEWER SERVICE AT NO ADDITIONAL COST TO THE CITY AND SHALL RE -INSPECT I CCTV AND TEST THE FORCE MAIN ANOIQR SERVICE LINES PER CITY AND TCEQ REQUIREMENTS. , THE CONTRACTOR SHALL PERFORM ALL HYDROS CAVAkTIONS OR EXPLORATORY £ CAVATFoNs OF EXISTING UTILITIES, INCLUDING SEWER SERVICES PRIOR ORDERING OR DELIVERY OF CONSTRUOTJON MATERIAL. 66. THE CONTRACTOR SHALL MAINTAIN TEMPORARY PAVEMENT AND ACCESS TO PRIVATE PROPERTY THROUG HOUT THE CONSTRUCTION DURATION. 67. THE PROJECT INCLUDES THE FLOW DIRECTION CHANGE BETWEEN DEAL STREET AND JET KIN HEIG14TS LIFT STATION. ALL BYPASS PUMPING IS CONSIDERED SUBSIDIARY TO ALL OTHER Bit] ITEMS. 68_ THE CONTRACTOR IS REQUIRED TO HAUL OFF EXCESS 'mENCK EXCAVATION! TO AN UPLAIND LOCATION ABOVE 1HE 100-YID. FLOOD PLAIN. THE CONTRACTOR SHALL PROV31DE THE CITY A COPY OF THE AGREEMENT WITH THE PRIVATE PROPERTY OWNER THAT IS RECEIVING THE MATERIAL. EXCAVATED MATERIA1. HANDLING. TRANSPORTATION AND DISPOSAL ARE CONSIDERED SUBSIDIARY TO ALL 181D ITEMS. CITY OF FLIRT WORTH Meadow Lakes U4 SlaUna Sanitary Sewer Force Walrl, Jffnkin Helghti Llit 5taklon l30QQf mid Igmif1!g cky Fra0al No, 01829 F;%rajeslsM1E M47-1M2-0 VVrk Frod42-3 SP£C%AddarrdVAdderidNjm II tld&9dtFrr�_l,due, ADDENDUM 'I -- PAGE 2 0316-0+47-19 6q, BID ITEMS 22, 23, 24. 26, and 27 ARF INTENDED TO BE USED 1N THE EVIENT 'THAT THE EXJSTING VC GRAVITY SANITARY 5EVVER PJPELINE ADJACENT TO THE PROPOSED FORCE MAIN IS DAMAGED 1) LJRING THE CON STRUGTIGN. 70: BID JTEI I 25 IS INTENDED TO EE USED I THE EVE N T THAT THE EXISTING SEWER SERVICES ARE CAIs,}iAGE0 DQR. NG THE CONSTRUCT1ON OF THE FORCE MAIN. 71_ CONSTRUCTION S EQUENCE - THE CONTRACTOR CANNOT CONNECT THE GRAVITY SEWER BETWEEN MEADOW LAI<ES LIFT STATJON AND JENKIN HEIGHTS LIFT STATION UNTIL THE NEW 16- JNC H FORCE MAIN HAS CONSTRUCTED, TES7ED, AND IS DETERMINED BY THE OWNER TO BE READY FOR SFWER FLOWS. 72, Al-L SELVER PIPE SHALL BE GREEN IN COLOR INCLUDING AVV WA C-900 PJPII= FOR FORCE MAIN. - Rpm 1-7 Plans, Shoet A SHEET LAYOUT AND EASEMENT LAYOUT_ Revise [Ills design shut as follows; INSERT THE FOUL IING TABLE ON THIS SHEET PARCEL NO. I PERMANENT EASEMENT RECORDING INFORMATION 'l 112181719881 aB 2 D2182611 J53 P 0 T 3A D21 B2T7710 P s 8 Be D218277779 F} s 7 Rom 1-8 Rims Shoal S JENION HF-10IITS GRAVITY MAIN PLAN AND FRO FILE STA, 1+00 TO 8+SO. DELETE Ihls sheel< in Its enlirety 13nd reph�c� it wlth the attachi3d nhaL-1 (A'r7ACI• MENT AO1-9), Item '1-9 INRi i Sheet 9 JENKIN IHEfGHTS GRAVITY MMN PLAN AND PROI'JLE STA. 8+50 TO 13+81. DELETE this shad[ In IN antlrety and replace It wilb III attanhed sheet (ATTACHMENT ADD-10) Item 1-10 Pleas Shout 12 MEADOW LAKES FORGE MAIN PLAN AND PROFILE STA 9+0fl TO 17+50 DELETE the nnhnreia hatch In tho prof I6 Vtow frrm ElpPraxarrato Slatian 9+60 to Statlon 13+50. hem 1-11 Playas Street 19 PLAN AND SECTIGN OF JENKIN HEIGHTS GRAVITY'MA IN CREED CRO SIN DELETE this sheet in lis anilroty Epnd rudara it with the aMched shoot (ATTACHM ENTAD 1 -11). Plans.Shpal 28 CITY OF PORT WORTH STANDARD DETAJL JI. On DeteR 33 05 40 D 201 B CHANGE "f6-1NCH" TO'I6-INCH- V'rt! OF rMT WORTH MiLWOw takaa LM 5I;FWon Sanitary SrMw Fome Ma31n, , enkin Hfthfc Uft Station DecomrNsminnlnr} C:ily PtoJQt1 tie. 0182� F:3praJecisl EI I M1147, 19%2-0 Wrk ProdT-3 SPEMAddondcAAddendum If 64dendunr 1.doc ADDENDUM 9 — PAGE 3 93'J a-047- E 9 Itern 1-1 Flans Shout 31 S TANDARL) h7lTAILS CC.iY OF FDRT WORTH STANPAR P TAIL IV: DElXTIF Ihls ahem In RB anllrely and reploGe Jt v4th Ilse atlarAlud sheet (A4TTACHIMENT ADI-12). P€eeee acknowledge nnWpt of the Addandurn IrE 111a folkiwtng iucatlon& 1) in ttt& ap3re provided below. 2) In the Proposat. Units t a 11: Gwnter ®rid Sanitary Sewer Ex*islon. 3) indicate In uppar case Wars on the OdWda of the seaW hJd EmVelops. "Rr:CEIVED a ACKNOWLEDGED ADDENDUM NO. 1" FW1ure,ta w*rinvOedge die recafpt on AddsndL4m .No. 7 could caime the suji)ent t)Idrjer to be confiklared `NON- RESPONSIVE". reaullfng to rltsqualfficatlan. A signed copy of this edduOurri shall be pl=ad Into tine prap�osal M the t1ma of bid subri0al. All tterna In aarntllci with Ws addendum are hereby rleleted. THIS ADDEIVI]UM tS MADE HART OF THE SPECIFICATION'S AN1) CONTRACT DOCUMENTS., AND SHALL 0E ACKNOWLE09ED ON THE PROPOSAL AND ON THE 310 ENVELOPE. ALAN Pl„UM MER AS OCWFE , INC. George I. Farah, P.E. JknuRry B. 20E4 WATER DEPARTMENT DIRECTOR CHRIS HARDER, P . By: L> Tony Shalola, RF. enfar Capll l Prejccb O fiper (Water Dept.) Receipt AcknuMed pd, ey: Title yowbotrk � ri Company CITY OP FDRT Vu1€ RTH Meadow 1-ni(oa 0 S Wg Dn Sanriary Sewer Force Mah. Jankin Halglhto LIftSlalian Oftom City J�raJsct No. v t as F;lpra GoW3JaW47-191-4 V%J% Pwdti SPr=C.80ddarkdadondurfl I tiAddendum_l*ip ADDENDUM I —PAGE 4 .5E.LT OR im $7 39 pFv)pD!6 €{SRH1 Bidders ApPtif-atlOn _ .,LLae�Le�F0190'2di9 ATTACmMENT At WrnON 00 s:0 wls7rosALF-gam UNffi PRICE SID Bidder's Application E1Jf1Ur# cl qNn Jnie<hlalfoh Irym No braerlPelgn l4r�IN4tlnn lJNlrl{ rrrrvlyMV6dM twit Mi �fO�d A ss+lgn f 1a hi,�quc r]u.�Jkr 11+dt'PHpc I,Wq I pft Fold {�iVfitlnnaf !I Q`vJ,e',V,C�4S�11rm �rt 3S "OIX7p'j Fln-MIV 3303 31 of IId"yf r'F �3¢o S ' 1301W4 l3oFt{'C1V.Ip�8t71"35 3dd1.31 lF I aI�.O 3i gg S3i11lI � m 7} Rai[ {may y I&n or allildIrr A" w r VC LF Lin uVcofwS�IrreS�s.bul�tpegile■5y�, � I �U4 3!j �99$Oi7S4 R171;y } C+mir I'MNwkl is S P09F.tlpU5 R4 Iace.kwl"d[ M1Fllory4 "'d Cbn,"'kFl ■l A�rlydn is I � �J 99+aS}�,,764 ya+Uwall �l$iIJWI 13s75, W fykts GIt# �iralr 43ygpg � � 1 HeArm1'! and Reph,r� $ � �? g'199,flpg7C&a1rlJULgn 946495 +SSfowancs � 1 S 9F9v55 —� F'�Lrr�l�gfid31�9 17•J9�� y,6 p"y�,U-3 d*i:6 VAddgl,dt. S Jyd 1`rgAw�f 41tig7g15 S ATTAC11MEN r ADI-z SECTION 4U A2 49 PROMSAL FS}W UNIT PRIGS 810 Bidder's Application PrOJetkftert, Ihlvrmnl;pLn 1]rscrLa+coi 1rRanm No . 1JNFT II [SANITARY 5EWF;R GRAV9 Y MAt1141 r f�fO. satl�n Nq Unitai W.Were t41d buani uWA PoRd! rrP !ai riro i H33M1.io 12' 5ewei Pie 333120 LF '240 [III 3.30015aMteh IIn�f+buLIr,4,Ab oUkmJ 2' SS 02 At i# C4 425 3 33Ai+,900q 13" Sewer t-rrk.r PIpE 33Q52A LF 105R 5- 4 3305-0]0517eryd►#oF+ty 330510 LF 1411 S 5 3305.1104 2A' {.:sonw r51I'41fig TlkMra Open CUL .;3452! LF 10150 5 8 3MLU 04 2.4" CONInIr furAmflup Cm5Iftm 330522 LF &D $ 5 7. ]21G.0141 6" Cun emb and ruLter 32 J E JIA Lr 06 5 ll 32DL4d00Ternp_,asAhillTron[}r iLitS'} 940117 LF J40 S$ 9 12a1,4113 Perm. A,sphAt Trench Revolt ja1 3? 03 1 k 240 16 3261.0201 A3pha_i NO 1Lq dr d onatOerned Widlfy por4lgRtI4i 32it117 s,t m S SJ 3137.4102 torge Stnnp A+prE 24" 0th 31 371M 2F a� 3tlZ:u}au Isla"Aud Plotoment 32921]VtA A6 +� 13 MSR-10019 Mrnhgl+ 3339li17 $ 34 333+JS0034' Fkk# Depthm3mmulE 33 3910Q1 1� 33M.1062 4' Orr Manitnla 3339 i4i +, L6 H95.VWL 3' Mmopr+ 9499ea 3 5 0 33341005T F}1q t1FVTb MallIK& 33 3'9113 1 y7 52 10 3339.0001G oKyManhojlaCgeli 4 ft firal 33 39 &0 wF 15. $ $ 19 933ri.tbf}Sq Fpgxq Monhore Co Li O kqI] 33 A rQ VF 45 +� 5 24; 33t+5.011 O W1111Y MAAUrr 35 05 26 Kot.a639 cgnc Farm lkrpatr, jimm deglr■I fiE $ 22 11125.016t SWPPI, 7S EKre 91 �500 LS I .25 a471.0Gfj I Tra fv CDntm1 347111 mo k 24 3ms.ain Eyplo FJuuallbn 3913W30 FA 23 33011MA Prt- 7 In3pg[don 33 01 31 LF JG30 � t6 ml.f10132 ftgt•CM. Ins ertlgn 3501.11 iT M!9. W Cqn6wflim $VrveV 0171AA LS I $ S 26 7999MOIL runlhMmm 3tik6n 13ollt 01 71 2-1 n 995911Opd Adjurt FuNtln Pl+±ra wld fmnrtrLKt NewPIM [ou+ 9394 I FA 2 30 9999,00 r Onnacl tofldstln #daniiurn of VW dr 99 9990 EA � 31 §19*0006 %mweand ReWzLe 12' Urabixga Ir let 9990 99 L5 j 32 0919,0Ii074frnmmlislohknHln4leightsLlh.thltlgn.VeeLyWUmpbhenix 999490 Li 1 $ 33 34 "9900% 13mrrvrnlssi m Jehkln H41gIdF tNt RRIlon FfMe Remorel 139! 49 WIM tMtanu3Lulon Liff lgmtlpn Sand MdEA11 9939 9g 449999 1.S Ll 1 r 33 97ry7,OL IG CNitor Coordin07R to Vgrgnnacl power 9§ 9!1 LS 1 $ 39 32 III lEmawn11 Hcmoan and Ilegliee 9 99999g !F99999 L5 LS 1 +. 3 f r � 5k,0E4.(1D � 56,000 stIbTD3A111HIFl $ END OF SFrC'F1f.Ik lr:*OaRlsr 0318"74AMilt Pra�y1-.ys.3f#Cti*ddandNl�ddendurR VMW f rupaulFk1gu 19 ATTACHMENT AD 1-1 FORT WORT" A I TAC HIVIENw1T 1 B page 1 of 1 City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form CIF €ROR COMPANY 4NAM Check appltvabla black to closcrlbe p0nio MANMEE NON-WVVIDBF PROJECT NAME alt) DATE City'% NBA I}rajact Goal; DReror's MSS Proj4ct Cammllrnant: % PROJECT NUMBER If both answers to this form are YES, do not cam plate AT -TAG FIMENT 1C (Goad Faith Effort Form). All quo8tions on this form rnt t he completed and a detailed explanation provided. if applicable. If Uie answer to either questlon Is NO, than you must complete A7 TAC HMENT i C. This farm is only applicable if h= answerpy are yes- railure to complete this form irk its enrir:t .lard is Iec:eiv0d try tltit� PLurci�axint� Division no I*ntar ti'kon 2'00 ix:tn,, oil the second City_ busine§f; clay of ur b!d Qou+tLa. C-xcluslve of 111:e,bid o aning date, will result in the bld being considered non -responsive to bid;spegificn.tiartis. Will you perform this entire ""tract without subcontractors? I I YE If yes, please provide a detailed explanation that Proves based f�irr the size and scope of this. NO project, this Is your normal business practice and provide an upera#It}rial profile of ymlr buss ass. Will you piarform this entire contract withotit suppliers? YES If yes, please provide a detailed explanation that proves based on the size an.d scope of this project, this is your normal business praofte and provide an Inventory profile of your business. NO The Offeror further agrees to provlde, directly to the City upon request, complete and accurate lnforrnatian (egafding actual work performed by all sut=nifaetors, including MBEs) on this contract, the payment thereof and any proposed changes to the original IVIB (s) arrangements subrnitted with this bid, The Offeror also agrees to allow an audit andror a aminatio>k of any books, records and files held by their rornpafly that wilt siubslantiate the actual work performed by the MBEs on this contract, by as authorized officer or ernployee of tine CIty. Any inteniturnal and?or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from C Ity work fof a perlad of not less than three (3) years and for inilietlrig action under Federal. Slat or Local laws concerning false st8tements- Any failure to comply with lhls ordinarlori grates a material breach of coatract and may result in a determinatlot> of an irresponsible Offeror and barred From participating in City work for a period of llrne riot less than of a (1) jear. ArythgrlaeIga[ure T311n C#mpar�y 4Jam� Address Printed a1gnarwo CCJWl Wl NR1114 (I( dftr d) PIGane NUrlIbEir Fix Number Email Addis Dnw Rov- V1pf1 S h7rM PMENT AD] - 2 ATTACHMENT 1C Page I of 4 FoRTWORTH FEI;OR COMPANY NAR; 5XCT NAME: C ity's City of Fort Worth Minority Business Enterprise MBE Goad Faith Effort Form foal: 0fiorDr's FA BE Pfojo01 ammitmurtt. eck 9ppllcabla block to d"crlhi; LL?DdE I f�Oi�#-MtVl�1f}�E* Fl f n �13ATE =ROJECT NUMBER If the Offaror dad nit meet of exceed ilte MBE subcvntrarliiiS U00 for thitf Prpjecf, the Offeror mug# complete this form. If the Offeror's method of compiiarrne with the MIME goal is based upon demonstration of a °good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City, Compliance with each item, 'I thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional andlor knowing misrepresentation of the facts or intentional discrimination by the Offeror. Falluoe, to complete tlils form, in its, antiraty with supporting Aoctim'entaffre'n, .and rec.eivecf by the Purchasing Division no iator than 2:00 p.m. oil tho second City b.Isinoss day after bid opening, excluswo of bid opening date, will in the bid tieing considered non-resportsive to bin! specificafions. 1) Please list each and every subcontfanting anidlor supplier Opportunity for the completion Gf this project. r8gardiess of whether It is to be provided by a MBE or non -MBE. (DAQT !_1ST NAMES OF FIRM On all projects, the Offeror rrfust list each subcontracting anti or supplier opportunity regercNess of tier. (Use addrflonal sheets, if neces List of Subcontrarfing Opportunities I - List of Supplier Opporiiinit+es ATTA[MKUT ARI -7 Rear. VID115 ATTACHMENT 1C Page 2 of 4 ) Obtain a current (not more than two (2) months old from the bid open date) list of MBE subcontractors andlor suppliers from the CR5(s M1WBIS Office. Yes Dat+� of Listing _ ,! No 3.) btd you solicit bids from MBE firms, within fhe subol}ntracting andfor supplier areas previously sly listed, at least ten calendar days prior to bid opening by mail, exclusivae of the day the bids are opened? Yes (If yea, alrach Mal: Mal Il6thng to ]neludo name of firm and addrass Eand a djLgA copy of totter mailed.) �No 4.) Did you Sollcit bids from MBE firrns, within the subcantract ing anchor supplier areas previously fisted, at Teast ten calendar days prior to bid opening by telephone., exclusive of the day the bide are opened? Yes (If yea, mash Ilse to IMr'IUCte Marmot M9E firnr, immon contacted. pltione number and date and f a# confect j No 5.) Did you solicit bids from MSE firms, within the subcontracting andlar suppiior areaxs previously listed, at least ten calendar days prior to bid opening by IFacsimite (fax), exclusive of the day the bids are opened? Yes ill yea, attracts that to inv�lude nggg of MaE firm, tax number and data grid time of contact_ In addition. If floe fax is raturnod 'As urlcrellvatuble, then that "undaiiverahle confirm 4Wr received musk be printod dIreagy#tom the €acsrmfta for proper docutnalitation. r-alluf12to stitimtt canflrmallan atrdlor "randeliuermble rnnf rmatlon" dacurnentation may rander Iho GFE n(3n-Xj!sporrsive.) No 6.) Did yDu Sol IOlt blots from MBE flares, within the subr-ont{acting arid for supplier areas previously listed, at least ten calendar days prior to bid opening by an3all, exclusive of the day the bids are opened? Yes Irf yes, aFCa h �rnail �onfirrnaHan to lnc3ude rram W M" firmr d and i t , in addlttan. if an emall is returned e9 undeliveratxra, than Ihat " andeiOverabre message" receipt must be printed dirwtly from the Inns II spslorn for proper ciorurneritation. Failure to subrnll coriFirmatlorr andlar "undellverab4e rrressage" doeumontatimi may rorrdar the GFE norq. responsivo,l No NOTE; The .four methods identified above afo� acceptable for .soliciting bids, and each selecUW mothod must be appliod to the applicable contract_ The Offeror Must document that either at least two attempts were made using two of the four methods. or that of Icast one srjccessful contact was made using one Oir the four methods try order to be deemed responsive to the Good F a ith Effort requirement_ NOTE: Tile Offeror Friust contact the entire MBE list specific to each suhcontractirig and supplier opportunity to be in compliance with questions 3 1hroucgh 6. 7.) Did you provide pians and sp f€loations to potential MBEs? Yes No B.) Did yowl provide the informall on regarding the focation of pIans, a nd spscifIcationas in order to assist the MBEs? Yes �[yto ATTALUM NT ATLI-3 Rev. 2110116 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goodsiservices specific to their skill set? _Yes (iI yas, attach all copies of quoiaiians,) No 10.) Was the contact information on any of the listings not valid? Yes (If yea, attaoh MID informatwn tlkat was not valid In ardor for tko Mf4weE otnra to address the pnfmcl Eon 2, needed.} No 11-)Submit documentation If ME1E quotes were rejected. Tile documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejecter) and any supporting documentation the Offeror w1sfties to be considered by the City. In the event of a bona fide dispute concerning quotes, [Ile Offeror will provide for confidential in -camera acres$ to an inspection of any relevant documentation by City personnel. ADDITIONAL INFiDPMATION: Please pravide additional Information You Net will further explaln your good and honest efforts to obtain MBE participation on this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed an this contract, the payment thereof and any proposed changes to the original arrangements submitted with this told. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three () years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. ATTALH.MUN': AGS 3 ATTACHMENT 'I C Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed wastwere contacted in good faith. It is understood that any MBE(s) listed In Attachment 1 C will be contacted and the reasons for not using them will be verified by the ity's MIW13ff Office. Authorized Signature Title Company Name Address Citylstatelzip Pfintied Signature Contact Name and Title (if differeW) Phone Number Fax Numbor Email Address Date ATTAMR6WT ABI-3 Rev. 211OMS Fopur W Rrm Natme of City project: 1. ,Joint venture information: hdiii Venhim Name: Joist Venture Address: (if Glip"VINO Telephorve: sr; ry OF FORT WORTH MBE Joint Venture Elie;bUity Form Aft #uesfions uurrl he arr.mcmd. urge "NIA" Y' for appMe4f fe. A Ji, I ni venmm form noose be enmpktud on engh r,mjmc Fac-4imile= I E-mail Jabs! Verdure Page 1 of 3 Identify dic firms that coinpHso the joint wature: Pkase atfacti oxtra Ghonts IfaddifkwWspace Is required fup 7de defalisDI explaniftns of work to rra pedurmad by eavh FkM comprising Me rnbet vpnlJxw MBE firm tllkmv, Nou-hii3F Clem nume; Ruxine9n auxin ,gyp Aeitsres' City. Sl;lle, Zip: Cki , Stator dig- r61*10ne J?a aimiie &ninil Telcphrmc F&'5J3nJJe GeIIuIRr �nlluJar CerlifiratiouStatus: L-M61 Luidresq K;tnie cif COdifying Ageneg: Mi I Scope of work perfarmed by tho Joint Vent ure: describe iht! iNco a ofr*nx'It itf the N4BT: Di serilre the scope of work of the non -MBE-. A TTALNb MPL' M- -4 RP-M. ZfIell 5 JcHnt Va r1wre Rage 2 of 3 3, What is the percentage of 11 E participation on M4 joint venture that ,you wish to be 6ounted toward meeting the project ganl? 4. Attach a copy of the Joint venture agt went. S. Li l t com punew? of ownerxldp of joint venture: rrha rw ecwV1,i[e jpijj ., ft9 err ariorr (Y AyMbad rx fafine M+uHium qgrvwwvut) Profiit and ln&s sharing' Capita►] ooalriblitietls, kpctuding equiproeut: {Thor applicable awncrklsip inlrrastN: 6. Identify by name, race, sex and Firm those Individuals (with tales) who are respGusible for t>tre dity-to-day management and deeiaion making of the joint venture: Financial dco. inns l Co include Awmwl Pa�aUle and Rai: ezyabIG}; Management d"iam: K Marketrog and mica a. Ong and Firing of niaeagenatM p�ran�i d, 1 umbasing ofcnnjor quipmcnt ancllvr Mppties Supervision of fi0d aperataons The C Ity's Minority and WOMOn Business Ent e(PFISe Office wl11 review your tviirt venture submisslon and will have RneI approval of Ihe MBE percentage applied to and the goal for the project Iisted Qn thks farm. NOTE: From and after the elate of project award. li any of the psrtic€pants, the Individually defined scopes of work or tine dollar amountslpert:entnges Change from the orIgInally approved information, Ihen the psr ldpants mull Inform the Clty's MAYVE3E< Office Immediately For approval. Any unp5tified charge or de€eiron shall he a materlM breach of contract and may result in debarment in accord with the procedures out€iried In the tfity's DDE Ordinance, ATTACENEhrr Abl-a Rev. 2ft V15 Joint veniure AFr+'DIA rF The-uncicrsigncd affms t bt kYie foregoing.ststements are lrur: and correct and include all material information necessary to identify and explain the terns and ❑pem ion of the joint w nture. FuTihormore, the undersigned shad agree to provide to the .point venture the stated score of work, decision -making responsibif i lies and paynienW herein. The City also reserves the right to rcquest any additional informal ion dci=ed uecessary to diterniine ifthe joint venture is eligible. failure to cooperate iixiNorprovide regiie led information within the. tune specified is gronndg for termination of the, eligibility process. The ua&rsigned agive to permit audits, inte"ieWs WM owbem and exiamiaation of the IxQokc , records and .Ides of the joint venture by arry authori?t! i retpresentatives of tiie City of Fort Womb. failure to comply with this pmvision xdiall reskill in the termination i#'any contract, which may be awarded under the previsions of this .jainl venture's eligibility and may initiata action under` Federal, State €rndlor Lotal laws/ordinances conooming false 9tarzrrtents or it W mistwresentation of foots. Nalnc of M FIE fi Lm NAMO of uoli 7i BE firm printed Nanwofow= PrFntai NmiraufChmer ftIMIkUr ofOWnrr Signaturo of ihrncr Prin%EJ Name Drowncr PtLLW New of Owner Si&nfstnre ofownt 5�gn¢turetFiOwner �tic TYtle Dilte Dade State of on IhAs 1Val`arizution County of day d i , h Fore me,sppea and to me personally known and who. beiiig duly sworn, did execute the fhregoing nrfidgt-E.od did slate that Ihey were properly authericed to excuute this affidavit and did sv) as'tlieir free act and deed, Nousry Public Print Nneue Noury Public Signattrrr Commission Expires 6"0 ATTACH5ONT A151-4 Rev. 2JI (Y 15 ATTACHMENT 1A P,�4fl 1 or � `olt'I' L TH City of Fort Worth Minority Business Enterprise NIBS Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: I Chglck aunlioahle block to dosarihg- oftror �1�.. M�4VrnBC NON.M+1+VfneE 8tb f)ATV Proluct Goal: offornes M13E Project cmMmiltmant: PROJE'T N'iaMi§tii a °a Identify ill subcontractorstsuppliers you will use on this project lFallure to f:ornplete this fon'il, In its entlrety with regU+,�>ted doc;.umentation, and received by the Purchasing division no later than 2.00 p.m -on the second Otty business day aiteF bid opening, exclusive of laid cpenirng date, ;will result in the bid being considered non -responsive to bid specifications. The undersigned Offeror a�eees 10 enle.r Into o 'formal agreement- wili� the MBE firm(g) Iisted in this utilization schedu[e, crondiflaned upt�n execuIIon-Of a con trarA-wiIh the 01ty of Fort Worth. The Intentional and/or knowing mimsrepresen.tation of facts is grounds for consideration of disqualificatton and will result in Jh�v bid being considered non -responsive to bld specifications. MBElisted toward meeting the project igoal mast be located to the Bix (6) county marketplace at the time of bid ar the business has a Significant Business Presence In tho Marketplace. NlarWplace is it gaographic area of Tsrrant Dallas Denton Johnson Parker and VYise counties. Prime contractors must identify by Tier level of all subcontrtotorsisuppliers_ Tier; means the level of subcontracting below the prime oorivactor1consultant i.e. a dii*sct payment rrom the prime conkractor to a !s u bcontractdr is considered 1 si tier, a payment by a subcontractor to its supplier is considered " tier, The prime. contractor is responsible to provide proof of .payment of all tiered subcontractors identified as a MBE ,end wunting those dollars towards meeting the conlrart committed goal_ ALL MSEs MIDST BE CERTIFIED BEFORE CONTRACT AWARD. edification means those. firms, located within the Marketpiaca, that have beerl dolermined to be a bandatide minorlty business enterprise by the North Central Texas Regional Certification Agency �NCTRCA) or outer ceAffying agencies that the City may deem appropriates and accepted by the C Gty of Fort Worth, If- hauling services are utilized, the Offeror will b� given credit as long as the. M13E listed owns and operales at least one frilly Iicensed arxd operational truck to be used on the contact, The MBE M'ay lease trucks from anoth�--r MI3E firm. including MBE owner operated, and recelve full MUE Gred.IL The IMSE may lease trucks from nor -MBEs, lncludinp owner -operated. bt.it will only recellve credit for the teas and row mmisbions earned by the MBE as o4ttllned in the lease agreement. ArtAr 1FWW AD -5 Foxy WORTH ATTACHMEW IA �Y Page 2 of 4 011orors are required to i&mify &LL suboor aracterslsuppilmrs, regardlvsS of status; i.e., Mlno'rlty .and i16r1-A+IBC--s. MRF firrm; are Ic he Jistiod first, use addillumn l st+neto it nocessary. Please rrore Mat Only c8fliGod MBEs will be counted 10 rnsrrt an YN guni_ NCTRc . NJ �iJBCON-CI7ACTOMSUPPLJER 4 Company Name T Address 1 TeiephonelFax e M v Emalt F E CorItact Person now go -I a E Detail Detail Subcontractirig Supplies dollarAmount Work Purchesigd ATTAMRMM Apt-S RQv_ MY16 ��}RWORTH ATTACHMENT 1A Pi!fqa a of d I Offerors ary rc RVIfed to ldanflf y LLL subc4rdracturslsuppliets, regardle8s of 5lalus; G-e., f4;SIRq} ,ty.. anrfs r?phmVgE;� ,. M$E firms are ;-be IfsWd ffr'st use z#ditiorral sheets if nes essary. Plejl� nota that only cerlffied MBEs Mil be counted to me(A art MU gurll, ] NCTRCA N SUBCONTRACTOWSUPPLIrzR 0 Company Kama T n Detail befall Address i Subcontracting uppIlcs M W DalfarAtrrntint 7elaphanelFax ° 8 8 Al Work Purchased Ernall r Contact Person go— =90— Us- =907 I r�re�r�a{zra rEa � - Rev, V 10115 FORT O 1'ii ATTACHMENT 1A �- Pop 4of4 Te)tal Collar Amount. of MBE Subcontractors/Suppliers Total Dollar Amount of Non -MBE ubcontractorsl uppilers TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS The Offeror v'41 not make ad�lit errs, defetiorls, or substitutions to fhis certified fist withoril the prier IpprovaI of the Wordy and Worl�on Buslnesi� Ent.&rprnse Office 111rough the suhmlUal of a Request for Approval of harrgelArlcflflorr form_ Arty unjusIIfi6d change or delefien sfjall tie .a rnetc3riElI breaGh of c nIraut arid rilay result in &t barmen/, in accord with Ih� procedures :outlined in flick ordiriance. -Tho Offeror shall su1 rmt o detailed explanation of Crow the requested chaogpe ;3dditiion or dolollon will affect the committed MBE goad. ff the,cfasil explanation Is not subrnftted, it w11:11 affect the final compliance cl=Anrrnmatl011. By affixing a signature to this form, the Offerof- further agrees to provide, directly to the Oily upon request, corrrplete and accurate Information regarding actual work performed by aft subcontractors, IncludingMBE(s) and any special arrangernents with MBEs_ The Offeror also agrees to allow an audit and/or examfnatfon of any books, records and files held by their company. The Offeror agrees to allow the transmission of Interviews w1th owners. principals, officers. employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Arty intentlanal and/or knowing mfsropresentation of facts will be grounds for termfnaling (tie contract -lebarmant from City work for a period of riot lass than three (3) years and for Initiating actlon under Federal, :e or Local laws concerning false statements. Any failure to comply with thls ordinance creates a material breach of the contracl and may result in a determfnatlon of an irresponsible Offeror and debarment from participating in Oily work for a period of time not less than one (1) year. Autliurixed Signature Tale Company hfartla Address CilylsialvlZIp Primed SigrFaUrro C01ltaul NarnorTitle (I F dl Iferenij 7elephuna aadtnr Fr,x E•mi-Pil Addrass Dale ATTAnrmfm Ani-s Rev, 2MY 15 FoRTWORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL. INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY i the total dollar value of tiro contract is S50;01D0 or more, then a MBE subcontracting goal is applicable. POLICY STATEMENT T It Is the policy of the laity of Fort Worth to ensure thu full and equitable participallon by Minurlty Business Enterprises (n+1B } in the procurement of all goods and servlves. All requirements 4nd regulatlans stated In tote City's current Business I71vemlty Enterprise Ordinance applies to This bid_ MBE PROJECT GOALS Ths City's MBE goal ❑n lhJs project is 14 % of the base bid value of Ili contract. Note; If froth MBE and SSE oubcontraol;ing goals are estabii%hied for this project, than an Offeror must submit bo€li in MBE Utilizalion Farm aril n SSE Will lzation Form to be deem ad responsIva. -COMPLIANCE TO BID SPE IFICATIP114 On City owtracts 960.000 or more where a MEE subcontfacting goal is applied. Offerors are required to comply with the intent of the CIiy's Business DIversiIV Erorpriss Qrdinance by one of the folIrswlrig; 1. Meet or exceed the above stated MHE goal through MBE subcontracting participatIon, or Moot or excoad the above stated MBE goal through MBE ,Joint Venture pafticipat ion, or; 3. Goon Faith Effort documentation, or, 4. Prime YValver documentation. SUBMITTAL OF RE UFRED DOCUMENTATION 6e applif:atile dor*umcnts must ha received by the Purchasing Division, Wthin the follrrwiaq limes allocated, in order for the entire hidto be cari�ildnred responsive to the speolfioations. jfhb :�Flerrar �' latl �f,: I��'er the ,ss�I�F .f:4rr,im+ FrtEk 71) , person 1+ .the apprr� riate. emply a-.h- . MSacj s i=t l�� rl gle+.;'lirri ri-m-l:€]r 4wjl re..H:;rl ;I=all tar r,v;dCrc,v Iria1. 11.1c 0ity„ rq�r�iu�ci tfrv, p qO iLlmq uaEiofk.y_the. 0rnaiIgcajed; .Ajaxed .andlor i�mnitgd r.opy-. It a*t b 1 _ Subcontractor UUllxatiarr Form, it gooi Is Fucelved no Iatsr than 2,00 p.rn.. on the sacand City br_rslness flay mel or exceeded, after the bid aperilng dote; exclusiva of the bid openingopenfng dale, 2. Good Faith Effort and Subcotitiraoor reci�Tlved no later than 2'OD p.m.. ark the securkd City business day Utitization Farm. if participatlon is Jess than after the bid opening date, exclusive of the laid opening date, tatud recelvO no law lhan 2'00 p.m,. on the second City business day 3. Good Faith Effort and subcontractor Utilization Form. if no MBE; arils; ation- after the badopening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, it you will recx iverl no Inter than 2-.f)D p_rn- on the second City buslness day orform a€r subcontracLlnglsuppller work, after the bid opening date, exclusive of the bid openingopanfng date. 5. JoJnt Venture Form, if goat Is met or recelved rro later g7an 2'00 P.m.. on the second City hlslness day exceeded; aftef the bid openinq dale, exclusive of the bid opening dale_ FAILURE TO COMPLY WITH THE t;i't`Y'S BUSINESS DIVERSITY ENTE=RPRISE ORDINANCE, WILL RESULT IN THE 13113 BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS. FAILVIREt TO SUBMIT THE REQUIRED MERE DOCUMENTATION WILL RESULT IN THE RID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL Rig (JLT IN THE OFFEROR BEING DISQUALIFIED POP. A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD W#LL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS_ Any quoslimis, pleaso Contact tho M1VV13F Offlr-o at (617) 212-2674. Rev. 2JI0115 *q 1'AM4K 1' Aug'-f 2013 PREVAILING WAGE RATES Heavy and Highway ConstrucIion Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor OWator 15.32 Asphalt Paying Marhiiie Operator 13.99 Asphalt RaRtr $ 12.69 Elmo m or Sweeper operator 11.74 Ccncrete Finisher, Paving and Structures $ 14.12 Concrete Pavement F-Pn}shing Mach]rxe Operator $ 16.05 Concrete Saw Operator 14.49 Crane Opera ter, Hyclriullr 80 tons or less 18.12 Cnine 0peratw. Lattice Boom SU Tons or Less 17,27 Crane Operator, Lattice Boom Over g0 Tons 20.57 Crawler Trzaor Operator 14.07 Electrician $ 19. Excavator Operator, 50,000 paunds or 165s 17.19 Ekeavator operator, Over 50,001) pound- iff.99. Flagger $ 10.06 Farm i3ulldOrfSetcr, Structures $ 13,84 Form Setter, PaWng & Curb 13.15 Foundatian frill Operator, Crawler Mounted 17.99 Foundation Dr III Q{ki�rator, Truck Ivlaunted $ 21.07 Front End tender Operator, 3 CY or Less $ 13-69 Front End Loader Operator, Over 3 CY 14,72 Laborer, COMM [Ph 10.72 Laborer, Utility $ 12.32 Loader/aarkhoe Operator $ 15.18 -mechanic 5 17,69 fvllliing Machine Ope+`at4r 14.32 Motor Gro der Operator, Fine Grade $ 17A9 Motor Gradv Operator, Rough 16.02 00 Road Mauler 12,25 Pavement barking M�pchlne Operator 13.63 Pipelayer 13.24 RedalmiaF/Pulverizer Operator $ 11.01 Reinforcing Stael Worker $ 16,18 Roller Operator, Aspf ah 13,U Roller Operator, Otber 11,51 Scraper Operator $ 12_96 Servitur $ 14.S8 Small Sllpform Machlne Opi *tor 15.95 Spreadier Box Operator $ 14.73 Truck Orlver �owboy-Float 16.24 Truer Driver Tran5lt-Mlx 14.24 Truck Driver, Single Axle "� 12.31 Truck Driver, Single or Tandem Axle Dump Tftick $ 12,62 Truck Driver, Tandem J' Wv'rractorwith Semi Trailer $ 12,96 WOder 14A4 Work Zone Berrlcade Servlcf+r 11,68 'the Davis-Eacprk Act pr�vafling wago rates shown fat Hei vv and Highway constrractiori proJgcts wAfe determined by the United States Departmeilt of Labor atrd'currenI as of Septernber201.1. The titles and dascrlptlons for the rr1assificatinns IIsm d are detailad Jrt rhe-AGC of Texas' Standard Job €ilasslllcationsznd Des rIptiaL1# for Highway. Heavy, VVIitles, and Irrdustrlal CiooMructiari in Texas_ Page 110 1 ATT#C 0' AUl-7 REVISIONS N0. I n I DESCRIPTION DATE M 374 9 nITV nC Cnor 1Alnoru MARINEMEDOWS 200 100 0 200 400 GRAPHIC SCALE : 1" = 200' 6EL)AGE L ..... f11� 87� p,9i •�i .:CE.... 1/7/2019 CONSTRUCTION NOTES THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T 1-800-878-8711 FORT WORTH WATER DEPT.--FIELD OPERATIONS (817) 871-8296 FORT WORTH T&PW (817) 871-B100 ATMOS ENERGY (817) 215-4366 ONCOR GAS k ELECTRIC (817) 215-6214 TAU ENERGY 1-800-233-2133 % SBC TELEPHONE (917) 338-6819 CHARTER COMM. (817) 509-6272 EXT, 3363 T ALL OTHER FACILITIES 1-800-Dw-TE55 HORIZONTAL & VERTICAL CONTROL MAPSCO NO. 46 P, 4, T CITY PROJECT #01829 SEWER PROJECT # 59607-0700430-CO1829-CO1783 ��++ 'E� FORT ORTH CITY OF FORT WORTH, TEXAS WATER DEPARTMENT WAM �o U - � q 00 MEADOW LAKES LIFT STATION SANITARY SEWER FORCE MAIN, JENKIN HEIGHTS LIFT STATION DECOMNESSIONING F F. w u. GENE t SEWER LOCATION MAP w IQ 3� DESIGNED: GIF SCALE: DATE: SHEET OZ H y DRAWN: FJC AS SHOWN I OCTOBER, 2018 =L a SSMH (CONC) RIM EL=676.47' (PIPES ARE RFCFSSFD-UNABLE TO O£TERMIN£ PIPE SIZES & TYPES) JN (N£) FL £L-660.25' IN (NW) FL EL=660.23' 15V (SW) FL FL-660.21' OUT (S£) FL EL=66027' P.O.B_ STA 1+00.00 REMOVE EX MH AND REPLACE WITH 4' DIA MH W/ HYDRAULIC SLIDE N 6984818.23 E 2296294.29 5544H (CONC) RIM £L-675.79' (PIPES ARE RECESSED -UNABLE TO DETERMINE PIPE SIZES & TYPES) RV (S£) FL EL=560.67' OUT (NE) FL EL=660.61' PROPOSEP MH Al 45984816..18 E 2296294. 29 CAUTION: OVERHEAD ELECTRIC IN THIS AREA STA 1+72.47 REMOVE EX MH AND REPLACE WITH 4' DIA MH N 6984770.27 E 2296355.40 £X 8" WA TERLNE PVC 2006 ' I S13151 X-14Z30 8'" PVC 2005 of ANNEL I o STA 6+77.32 I o SSMH (CONC) RIM £L-685.08' ��1 INSTALL 5' DIA MH f LOT 9, BLOCK 68 PVC JN (N) FC Et=67a99" COATED W/ EPDXY y d �? -48" PVC OUT (W) FL E1=678.93' I I roP OF o N 6984775.38 r I BANK STA 4+40.76 E 2296860.19 + 1 mead I o BEGIN B.O.T.O.C. r7 1 a zap N 6984780.18 I' TOED I " LOT 10, BLOCK 6 E 2296623.68 Tc.c ILI Y EASEMENT BANK to-' UTILITY EASEMENT f TGGINO- 0206059527 10' UTILITY EASEMENT O.P.R.T.C.T. SSMH (CONC) RIM £L= 7789" O.P.R.T.C.T. TC.CT.NO. 0206059527 L I - .l - NO. - - - - I (VERY LITTLE FLOW) - - - I�rvaLnar90 rG. �r IN (NW) FL EL-6998 I ER.T.QT. LOT 19 OUT (SW) FL EL-659. LOT 11 1 LOT 23 ANA D. VAN WYCK HOWELL STREET HOMES I I HOWELL STREET HOMES I I T.C.C.I.NO. D215219B27 MEAbOW LAKES T.C.C.LNO. D214125208 I I T.C.C.I.ND. D214125208 I o I O.P.R.T.C.T. ? LIFT STATION D.P.R.T.C.T. I Ss a sssas I sec r-9eoo-PsaumCS.T. ` J _ _ _ _ 4609 ST THOMAS PL12' / - �- - - _ - �' 10' TEMP 20' FORT WORTH` 76135 BOX - `1 BORE PIT 55MH (CONC) RIM EL -676. 60' if0'!N (E) EL=669.55' t 70" OUT 00 EL=669. 53, PROPOSED MH M 6984779.36 E 2296.355. 37 / o O LIFT STATION o ' o PROPOSED - / o IMPROVEMENT EASEMENT o EASEMENT o 0 10' / N . MEADOW LAKES +1 Lf EASEMENT ® + L'RPERM OS z ITS CAH49 STD. 1D904 tp ❑ L� R.r.c.r. I J��-¢jJj'� 'E45fMEl CP-�0. o BORE PIT PAM148 CP-90t aal T.C.rl.W,1 0205319809 ➢.R.T.GT. SSMH (CONC) RIM £L=678.06' 8" PVC 2006 (PIPES ARE RECESSED -UNABLE TO X-147JO DETERMINE PIPE SIZES & TYPES) S-13751 1N (NE) FL E1=660.05' OUT (SF) FL £L=600. 00' E69847130.82 75.77 TOTAL E&P USA BARNETT LLC .T.O.C. 1201 LOUISIANA ST STE 1800 HOUSTON Tx 77002 558.69 INS. D216266568, O.P.R.T.C.T. 6704 HATCH ROAD FORT WORTH TX 76135 STA 1+79.97 REPAIR ASPHALT PAVEMENT BEGIN B.O.T.O.C. LIMIT OF PAVEMENT N 6984779.31 DISTURBANCE 130 SY E 2296362.90 BORE PIT I I LI iFco.PAV.STA 6+65.31 OVERHEADELECTRIC END B.0-T.O.C. IN THIS AREA N 6984775.62 �EJ E 2296848.18 - - STA 6+80.35 STA 4+08.27 BEGIN B.O.T.O.C. REMOVE EX MH AND REPLACE N 6984772.35 WITH 4' DIA DROP MH COATED W/ EPDXY E 2296860.19 N 6984780.82 STA 7+68.00 E 2296591.19 END B.O.T.O.C. N 6984684.70 E 2296860.10 rREA 7+70.DO LL 5' DIA MH R CURB AND GUTTER 84682.7096860.10 y 8" L-9636 avo- EX 24" RCP ~a (STM SOP) y EX 8" WATERLINE PVC 1987 LIMITS OF PAVEMENT DISTURBANCE 56 SY REMOVE & REPLACE ro•Trr 10 LF OF 8" SS (SEE NOTE 7} BORE PIT A U-) 4- I f + 7+00 -- 103 � � O ra•Tr� � LLJ Z -4U4ss PROP ML INFORMATION 0 LOT 20 JOSHUA & RACHEL COX T.C.C.LNO. D2151024.35 O.P.R.T.C.T. 4605 ST THOMAS PL, FORT WORTH, 76135 21 LOT 21 AMH 2O14-1 BORROWER, LLC T.C.C.LNO. D214108141 O.P.R.T.C.T. 4601 ST THOMAS PL, FORT WORTH, 76135 © LOT 22 ROGER LANG BUSCH VOL. 15323. PG. 158 D.R.T.C-T. L BORE PIT. I STA 7+72.94 SSMH (BRICK) RIM EL=694. 1,5' BEGIN B.O.T,O.C. 16" PVC IN (SW) FL EL 689.29' N 6984682.63 M 8" PVC LN (N) FL E1=688.65' E 2296863.04 t8- PVC OUT (E) EL EL=688.64' REVISIONS DESCRIPTION DATE 40 20 0 40 80 HORIZ. SCALE : 1" - 40' 4 2 0 4 8 VERT. SCALE : 1" = 4' rlEBERAL NOTES- 1. REFER TO SHEETS 5 AND 6 FOR GENERAL CONSTRUCTION NOTES. 2. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL UTILITY LOCATIONS AND DEPTHS PRIOR TO CONSTRUCTION. ALL VERIFIED LOCATIONS AND DEPTHS SHALL BE NOTED ON AS -BUILT DRAWINGS. 3. CONTRACTOR SHALL REMOVE EXISTING SANITARY SEWER AND INSTALL PROPOSED SANITARY SEWER IN PLACE FORM STA 1 +00 TO STA 4+08.27 AND FROM STA 6+52.32 TO STA. 13+81 IN ALL OTHER LOCATIONS, PROPOSED SANITARY SEWER WILL BE ENTIRELY NEW CONSTRUCTION 4. CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL EXISTING SANITARY SEWER SERVICE CONNECTIONS. 5. CONTRACTOR SHALL UTILIZE BY PASS PUMPING OR PIPING TO MAINTAIN FLOWS TO THE LIFT STATION. 6. CONTRACTOR MAY NOT DISRUPT SANITARY SEWER SERVICES TO PRIVATE RESIDENTS ALONG PIPELINE ROUTE FOR MORE THAN 6 HOURS. 7. CONTRACTOR SHALL REMOVE & REPLACE 10 LF OF 8" SS THAT EXISTS WITHIN THE PROPOSED BORE PIT 8. CONTRACTOR SHALL COORDINATE WITH=�3�or,rx�1LI ONCOR PRIOR TO CROSSING OHE AT,° STATION 1+20.-••.••..••. =='', G EOROE I. FnNA14 4 ri t 87448�� a�eraAiSs 78 LF 12' SS I 104 LF 12" SS 64 LF 12" SS 13.O.T.O.C. } 7 2 -- / / 019 BY OPEN CUT 231 LF 12" SS B.O.T.O.C. 1N 24" CASING :.............. 274 LF 12" SS B.O.T.O.C. IN 24" CASING: : B.O.T.O.C. IN 24" CASING IN 24" CASING CONSTRUCTION NOTES ........ ..............................:........:....:....:... .................... :....:. ....... ................. .. £X.�7"RL'P. . .... :...... :...:....... 695 ...:.. .....:.. . ... . . . . . ... . . . 2 . ... . . ... .. . -. ......:... .:....:...... .. - ..... ...:..-� .. SKR (BEYOND .... . S OM1:1 -:. 695 W - 2 - ...:....:. y' :....:....:. _ . . U . . . . . . .. . . .. . . .. . .a . . . . . . --- - . - - . . . .. . .. . . .:. . . .:. . . - - -. - . . ... . . ... . . ... . . -_. . . . Q � : . • . ._. . . ... . . .:. . . . ,, . . . ... . . ...%%��. ... . . . . ._. . . .-. ... . . . . . ... .. ._. ' ' ... ' ' ':' THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: ... ..I+J U. J..... ...... .. Ll� d............................ .. .. ... .. ... .. .... ...... a a.X. d.0... . . ... .. ... - a n. .. ..... .. ..... -.. _ ../ . .. .... .... ..- .......... _ ... .......... AT&T 1-800-878-8711 o - 690 FORT WORTH WATER DEPT.-HELD OPERATIONS (317) 871-8296 FORT WORTH P 1-8100 ATMOS ENERGY 617IC (817366 ONCOR GAS &ELECTRIC 817 215-62T4 TXO ENERGY 1-800-233-2133 SB C TELEPHONE . . . . . . .. . . . . . ... . .Z . . . . . . . O Q . p 2 O. . . . . . . . . ... . co . V' rn �w..� . . . Z- co 00 . . . ... . . ... .. ... . . ... . . . . _. EX. GRAPE:. --_ A801�b pOF . .+ ""k O Z g W m.... . .... . . w ... L] . . . . . .. / - ./ ... .. .. . ti._ . ... . . ... ... . . / . . ... .. ... . . ... . .. ... . . ... . . ... . .. . . -... . .-. . .._ . . ... . . ... . . ... .. .. _ . . �.. . . ... . . .. . . . . . . . . . . . . O. . a p. . ..... ¢... "i ........ ... . . ... .. ... . . . . ... . ... . - - --- - ... �+ I. . . ... .. .. U .r L� .. ... ......... . . ... . . . . . ..ER. 8` 55 PVC:. .. . . . . ... . . --. ( ) 338-6819 A RTER M. . - rD Lc) . . . .... +w x W LA . . . ... . . ... . . ... . . ... .. . . ... . . ... .lPf.- .. '- LLI w �.p.x ... ... . . ... . . . . ... . . ... . . ... . . ... . . .. . . ... . . ... . . ... ALL OTHER ACILITIE571 5800-DIC2TESS 3363 685 w >. 4 %n m 3 U w L� :.. (sro vD)_. _... .....:. 685 HO V RIZO TAL VERTICAL CONTROL n > `O ;.: ¢ g w x W �<�>� ... ...-.. -.. - ... . m ................ . ...:. 0 wL;Lj .._.. ...... ........................ ...:....:....:....... - - ..... -� . - - - - - - - - ......... ........... . .......... .......... . . ... . CPN903 CP ;�902 CP903 O (.. PACITY -i 8 MG --...... d.IL ...... ...... a � x w l.,j c.: ...... ..... �.�.. �� . ....... .............. ........ _ ..-........ - - --- ....... ..._...._...._........ ................ .......-_ V { ACITY =3.55 FF ) .. .......... N: 984BO&25 N: 984790.35 N: 6984774.30 N: 6984654.16 . 2296510.0 E. 2296 E 2296856.59 E 2296886 7 ........ - ...:.. ri ......... -=Q:01.3... .. .......... ELEV: 686.974 ELEYL 688.8168 ELEV: 695.439 ELEV: 694.386 68D ��: :........ .............. _...._... -... . SLO E- =0.62%.- ........ 680 CITY PROTECT 01829 MAPSCo No. 4s-P SEWER PROJECT LE 59607-700430-CO7829-CO1783 Q (CAPACITY) ...:...... N. (CAPACITY) -1 �_ MGD- - -:.. =3.55- FF/S --_�......... .i7'- - - ., - - -- - - --- - - --- - - . .... . . ... . ... .. .... . ............ - --------------- - .:...._- - ..:....:. - - _ ...........:.. - -- - - - - -�. - .......:....:... - ..:....:....:....:... .......:....:.. - - - .. _.. - _ ......... - - - ............. - ............: n C4 r - ...:....:. - - ..:....:. P:....... D.W. fTc 8" Eo SLOPE U (TO:'BE ABANDONED -.- - - - ... ........... . ............:....:. . . . . .............. - . ..._.......... n .........-- 675 . - .:...:. /�^ o �m. GROUTED AND PLUG) ....... i ......... :.........:..... Q ............:....:. n..... .- ...-....-.. :....:..-.........:....:....:. ............._ w .......:. ' 675 I - PACITY)' =T:B' MGD' ..zD.0.13 :...:...:... . . . . . :...:...:... ...:...: ...:....: .......: ...:.........:. .... . .:............. ..:....:... -:.. .. ...:...._..... ........... . . . ... . CITY OF FORT WORTIH, TEXAS (CAPACITY)- =i :8. MCxD .......:....:....:. (CAPACITY)Ff/S TIV,-0.013 : ...:....:....: _ -.... .....:....: SLOPE=D.62%...............:. 0.68% :.SLOE WATER DEPARTMENT SLOPE 6rIn 70WATM S • . - . . m . . . ... . . ... . . ... .. . ... .. - _... - _... ...... ,- .... :... ME I MEADOW LAKES LIFT STATION 665 LJi ... 9% :... ME ..m.. is N' SANITARY SEWER FORCE MAIN, ®-2. a -a 3 n 665 JENK1NBEIGHTSLIFT STA'1'IONDECOMMISSIONING E - - EX 8' SS .(70'BFREM{7VEDJ: - W 60. - - -h0'N - :Inr:Io h �. to hH[hO'r04 . - c)oro. _ Q.. ...........:....: - rp. Nj� F'o:rlr1-3o� O o .. \ �. u7 . n!- - mH rnOa.._....��a r -TOO W N Old O ' d .�c.q�. . . . .. ........... .. ... .. .. --- - - - -.... ... - ........- . Ip.............. .. r. p.1. m- 10 - - --- - - m ... ..... . O............ 1D ........... �.. ... O --rn �. a ... h... . n.. `I. c0 J w -r- + �y r.-.......1Pp . LO _ + Q� h . r. /p � { ..J'.r.... J w c0 CIVILL .� - ................ U3. ...J.... - �} z. J..... :.. w-+ I,O.I -' w 'O a` @ r-- w. JENKIN HEIGHTS GRAVITY PLAN AND PROFILE - 66D L 4qw LJ,1 z ti w- W ' w EQ-� �>-- z w w +,a- 4 �w - Qow ... 41 a� W� .Li STA 1 +DO TO 8+50 �J Cow L� m L>J � w w t u~ ?-011C L>� m L, A to w L� Lr-1 �ii L=•IOf 660 LE: DATE: SHEET ORawN ED FJIC AS SHOWN 8 G D+DD 1+00 2+00 3+00 4+00 S+OD 6+00 7+00 B+DO 8+50 ___ OCTOBER, 2018 a 9 I STA 10-+ 62.71 INSTALL NEW 5' DIA DROP MH I WITH EXTERNAL DROP ON 8" IFROM SOUTH & NORTH I COATED W/ EPDXY I N 6984683.18 E I F 2297152.73 I I 18" RCP SD- I I CURB 11WET - �X P yC O - +✓AERLLNE O O I I m + 01 1 .W P / LT7 sorraMFL £L -BORE PIT + DO Q sn so -P- SS so SS'" so Q"' SS U) M ' PROP 12' SS - SEE NOTE 3 Z d•TFEE pqy o STA 10+55.14 J I END B.O.T.O.C. EX 27" RCP IN 6984683.28 I (57M sw) E 2297145.24 = I I REMOVE & REPLACE Q EX MH STA 10+62.71 ( 13.49' OFFSET RT 1 I COATED W/ EPDXY, PLUG 8" SS TO THE EAST II 55MH (BRICK) RIM EL-690.39' _ 1N (IV) FL £L-676.19' IN (W) FL EL=676.01 CUT (SE) FL FL =67612- OUT (5) FL EL=676.01 N 6984669. 92 E 229715Z 50 REMOVE 14 LF OFEX 8' SSAND REPLACE W4 LFOF 8" SS AT 0.LOPE / - ------------- --_7---7 LIMITS OF PAVEMENT ISUTUTYEASEUrNT DISTURBANCE 25 SY / VGL 38&190, PG. 10 I P.RTcr. / I SO HEADWALL // L-9647 (SEE NOTE 7) / / o - - - - - STA 11 +92.65 -REMOVE AND REPLACE EX MH a p L O // N 6984630.96 d _ 7 E 2297271.70 4� 36" RCP SD / / SSA4H (GONG) RIM E1-686.63' 1Nc. (SEE NOTE 8) / j f1D" dd (N) FL EL=675.45- PAV (CVAB)1NLE7FIMEL=690. tIO_ IN (AW) FL EL=67541 BOTTOM FLOOR EL=6E7.96' / / N 6.9 OUT (SE) FL £L=67548' iv unur-191%. r / N 698483l.03 - VOL. 38e-180. 2$ o PRTCT X E 2297271.54 SEE SHEET.1 FOR AERIAL CROSSING DETAIL PROP 12' SS / 7 - SEE NOTE 3 STA 13+58.84 ISPEM#AMENTDRAfNAGEEASEMENT REMOVE AND REPLACE EX MH 2U' VOL W73, PG. 614 N 6984559-13 ART= PAV. L-963s % p4Z' E 2297421-56 EX 8" SS DIP 1 TREE / J x 5SM1-I (TYPE) RIM EL=680.D8' a <+� / s• REE \ 6 r 12 TREE 70 t CDNC IN (NW) FL EL-674.39' / X 36" RCP p- Fee 10 f CDNC OUT (5) FL EL=674.35' (STM SWR) ` N 2 84558.78 97421.65 R1�VW 8113, +TY FA SEMEN E 2297421. 65 VOL .R. PG. 2008 _ 10'7FEE D.RTGT Q qo� E _ 75-LWLITYEASFMENT /// TD"Ai �yq*�>? 9635 ,1 4 VOL 12SS D!P 30040.T. PG 20 "' l a• �� P. R.TG.�4 .�-----_P,e �} - / M MUrYFASrMrNT _ VOL.385,KPG_e 13+72 �(T r5•DRurvEasEAfENr / £L=6 .6 o I u SSMtI (TYPE"} RIM EL=68D40' ` VOl. 388-212, PG.9 / N 698 467D I I �5'7ESGO EASEMENT ID ii CDNC 1N (N) FL £L=674. 13' PRTC.T. / £ 69 44 10 I I VOL uTL PG. 425 10 f CDNC IN (NE) FL EL=674. 11' I.TYOFFTV/P S . -T 51, EMENT1Loys TPA. SRA&6F 10 -4 CONC DVT (W) f EL=674.07' VOL. 5459, PG_ 9MM VOL 388.161, PG. 36 N 6984545 83 P.O.E. STA 13+72.11 I faaAWARYSEWERE E 2297421.41 CONNECT TO EX MH N 6984545.85 JENKIN HEIGHTS LIFT STATION E 2297421.42 (TO BE DECOMMISSIONED SEE SHEETS 20-24) REVISIONS DESCRIPTION DATE 40 20 0 40 80 HORIZ. SCALE 1" = 40' 4 2 0 4 8 VERT. SCALE 1" = 4' N ANTES: 1. REFER TO SHEETS 5 AND 6 FOR GENERAL CONSTRUCTION NOTES. 2. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL UTILITY LOCATIONS AND DEPTHS PRIOR TO CONSTRUCTION. ALL VERIFIED LOCATIONS AND DEPTHS SHALL BE NOTED ON AS -BUILT DRAWINGS. 3. CONTRACTOR SHALL REMOVE EXISTING SANITARY SEWER AND INSTALL PROPOSED SANITARY SEWER IN PLACE FROM STA 1+00 TO STA 4+08.27 AND FROM STA 6+82.32 TO STA. 13+81 IN ALL OTHER LOCATIONS, PROPOSED SANITARY SEWER WILL BE ENTIRELY NEW CONSTRUCTION 4. CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL EXISTING SANITARY SEWER SERVICE CONNECTIONS. 5. CONTRACTOR SHALL UTILIZE 13Y PASS PIPING OR PUMPING TO MAINTAIN FLOWS TO MEADOW LAKES LIFT STATION. 6. CONTRACTOR MAY NOT DISRUPT SANITARY SEWER SERVICES TO THE PRIVATE RESIDENTS ALONG PIPELINE ROUTE FOR MORE THAN 6 HOURS. 7. CONTRACTOR SHALL REMOVE AND REPLACE STORM DRAIN HEADWALL WITH SIMILAR STYLE HEADWALL STRUCTURE PER TxDOT STANDARDS AT NO ADDITIONAL COST TO THE OWNER. *t�CFTF,yI S. CONTRACTOR SHALL REMOVE AND ; +✓ ++ REPLACE STORM SEWER PIPE AND G[AfIBE L FAR/Jl % INLET. IF NECESSARY, AT NO 1,..�......._._............. ADDITIONAL COST TO THE OWNER. 97448�' 9. CONTRACTOR SHALL COORDINATE WITH ONCOR & OTHER UTILITIES, AS NECESSARY TO CONSTRUCT THE �S - 213 LF 12" SS B.O.T.O.C. IN 24' CASING �, � - 65 F.12" SS BY OP N CUT- .... - - - -_-- - _ - - .......... CONSTRUCTION NOTES-- '1 :...:... ...:...:. :...:...:...:... ....... :. 80 LF 12" SS AERIAL CROSSING ..:...... ..... 131 LF 12' SS B.O.T.O.C. IN 24" CASING -(SEE SHEET 19 AND STRUCTURAL SHEETS . . :.., 45 LF 12' SS BY OPEN CUT -- ----. 0 695 - :... . ...:... ... ... . ... . ...:.. 695 (CAPACITY) =1.8 MGD (CAPACITY) -3.55 FT/5 V �~ ................... .............. n =0.013 SLOPE . =062% ........... .... .. ------.. .: ----- ............. . � THE CONTRACTOR SHALL CONTACT THE FOLLOYWNG AT LEAST 46 HOURS PRIOR TO £X_GRADE..: .-�. . . - M1. - .'~.L �. - .. ABQiiE +' OF . . . . . . . . . . . EXCAVA7114C AT EACH LOCATION 690 `.~ - . . . - PIPE : EX -36" RCP STM -SW - : 690 - a-s t t )_X$ FORT WORTH WATER DEPL-FIELD OPERATIONS (817) 871-8296 81 71- 00 ATMOSWENRGY (617)(215 436661 - - ~'`-�'� - - < - - - - - ONCOR GAS k ELECTRIC (817) 215-6214 - - • - ' _ . _ . . . . . . .... . . f�. . . . . . . . . . . . . . . . ' ' . _ . . ' ' : . . . . . . . . - - - - . .. . . . . . . . . . . . . . TXU ENERGY 1-(OD-233-2133 .. �..�. �- - - - - - ...... - ... .. ��.J. : . �- ... ... . ............. - - - - - - - - SBC TELEPHONE 817� 338-6619 - ..... ... 1 - - - - - - -€X 2Z"RCP - - - - - - - ,� _-`!.(f�` - /T ' - - - - SEE 'SHEET 19 FOR AERIAL - ..... - CH (81 ) 509-6272 EXT. 3363 ALL OTHER FACILITIES 1-800-DIG-TESS 685 STM Sw? :�f HEAD W*4 CROSSING -DETAIL : : : 685 BEYOND - HORIZONTAL & VERTICAL CONTROL ......... ...:...:..�\ ..:... ........... ..... ..�-..:...:.�.. ................. --............- ............ :....... ...:...:.... \� .... - .......... • ...... .......:.......: TLY ...... C+ (CAPAC ) =1.8. MCI) ......... .. ... :. CP 904 N: 6984593 03 \... V CAPACITY (... ) - / S JENKIN HEIGHTS E: 2297124.31 .. ....... - .. .... ........ - - - - ........... - ...... .... ....... .... _ n . . .. 001 L'11'T STATION....... ELE+h 691.09 6$0 :...... .................\. - - -._4-.. - - �......... - ...... . . . ....... .. ....... SLOPE =0-63%....._.... .._...........:-. 6sa ........ .... ........ ...... EX 12"-SS TO BE �� - MAPSCO NO. 46-P ....... . . ......... Q (CAPACITY) -1.8. D ... - - - - - - ABANDONED; GROUTED & PLIiGGFD..... � :.. ...... ... - ....... /. _ ...:../�%,/. - .. Yr\ - - ... : LOP ................. .®-0-62%:...:....... CITY PROJECT 01829 aT SEWER PROJECT #' 59607-706430-00T829-CO1783 . ...... ...:...:.. V . (CAPACITY) t3.5$ .FT)`S ..� ... _ .. . . ........ - \ - - ... .. y :...:. - . ...:. . ' LOPE 7...... . 675 c :.. - ............:. SLOPE � 0,6 29; � F ..._... ....... . y .. �. ........ - q .. 1.8 -MG C CITY OF FORT WORTH 'TEXAS ....-SLO E-�:0.63%- ......... :... . . ....... . - - 1 - - .._.... .. :.. V . (CAPACI� . -3.55 -FT/S q 670 x ......:... .y A - n =0.013 SLOPI ... .._0.62% .... WATER DEPARTMENT F WATER 670 F < �.. w l ......... ... ... x w.........- ................ . ......... - - - - ................... - ...... Q....in Z... .. ........ - .... w EX PIERS .. - - w ......... .... ....... .......:.. c .: ...... :. ................... :...:......... �? r. : .'gO:Lp ... . .... .. .... ' . _ .. _ .. . w . `f . . .. T OW LAKES LIFT STATION SANITARY SEINER FORCE MAIN, 665 - - - �� U : U _ ^-� of IR 4 w - 65S JENKIN HEIGHTS LIFT STATION DECOMNUSSIONING �. 1n-a, N O N O1 °° �A. . . : . 00 'm O 1 1 FL ,•j. . . a.a Z `O !'? .".`O - _ W - - - -Q . m z.-c�o.�'. . . ri 10 �. to. . . . . . . . . . . . . . . . . ILa 'U) f= i*i'm ........ .... ........ .. ...� .�C}00 �.o+.J a0 u'j +D �.� :��Qm�.. 0 6�! _ -_ m�:..� . j.i Z.J__....� ,n ..M Q sh-m Lj I�10� �" w-� ................ _. CIVIL V :...:... ..................� .....,� J J.� W.� Z J. . . _ . . . . . . J- . .J . . . O1 J LL1I uJ1 [c1 J.W . . r w:.. .............. - . JENKIN HEIGHTS GRAVITY MAIN PLAN AND PROFILE - w ......... ........ ..... .. W .42`..F�xWw Ewa w... �zw. (A W L=A wx`'x ._.:.,t ¢Wx"'� .1�-w :...:. -.. STA 8+50 TO 13+81 _ 660 Is1 Ld vl wl�V) _ L jL'iL jFrL'A m l ix bi w � CL W ItI� 660 DESIGNED: GIF SCALE: DATE: SHELL' 8+50 9+00 10+00 11+00 12+00 13+00 14+00 15+00 DRAWN: FJC AS SHOWN OCTOBER. 2018 9 i r ' /ISTA STA 11+92.65 2 -35 ' 1 +9 - r LN REMOVE AND REPLACE EX MH RE MOVE AND R 5984630.96 f E 2297271.70 so CAUTION: + 'A 1 0 --- OVERH D- j ELECTRIC __l t' , A N - - - - - - - - - - - - - _-------- 1 'SSMH(C0NQfR?IM L=686,63' PIC ID 300 f _FI I _10_ z .45' 140"IAAI(N)EL=67' + t' + IN (Nvig 6715.41' EL=675.4s, U77trryEA I V6L. jag P PSEMENT . ly. -F . C, PCC 20 ssm" (comc) Rim a =&a& &J, oc IV J00 .tlO- IN (N) f-L=675,45' 1-10" IN (NW) Et=675.41' .1110' our (SE) tl=675.48' 45 SY OF TYPE 1 IROCK RIP RAP EDGE OF ROCK RIP P N 6984600.96 E 2297356.78 !!� Ex PIER DEMOLISH EX 12" SS AND REPLACE WITH PROP 12" SS STA 13+19,35 EDGE OF ROCK 01P RAP N 6984 E 2297382.38 ---------- ----------------- Ex PIER o STA 13+10.20 rf EDGE OF ROCK RI PRAP STA 12+83 58 N 6984580.15 EDGE OF ROCK RIP RAP E 2297377.70 EX VENT N 6984591.66 E 2297353.68 EDGE OF ROCK RIP RAP Ex IEVcf' '41 -27 7 E 2297350.63 TA 13+19.35 S EDGE OF ROCK RIP RAP $984575.34 2297375.26 GUY STA 13+58.84 REMOVE AND REPLACE EX MH N 6984559.13 E 2297421.55 JENKIN HEIGHT LIFT STATION POE STA 13+72.11 CONNECT TO EX MH N 6984545.85 E 2297421.42 685 ............... .......... ....... ............... .............. ............... ............ ............... ............... ........... ............... ............... .............. ........ ...... ............... ............... ........ ...... ................................ ...... �:_. .. .. * .......... ............. ....... ......... ..... .. .......... ........ ......... ................ ........... ............... .......... :__ ........... : ........ ...... : ..... . ............. ......... __ . ................ ....... Q 685 ............... ............... ............ ................ .......... ...... ........ .......... .............: cb +_ : ............... ............ ....... C-4 ............. .......... ................ . ------ ----- : ....... .... - .......... ........ ........ ........ ...... .......... .... REMOVE EXISTING . ............... .......... ............... ............ 680 T'PIPE AERIAL SEWER V) -------------- - 680 CROSSING .... ...... : ........ . .............. 675 ............... .... ........... ...... ...... ................ .......... ...... ............. ..... . .................... .......... ........ ............ .. .............. ......... ..... . .. .. ...... .............. ..... ........... 675 ....... .... ...... ....... ... ..... . .......... ...... ...... ........... . . I . . ............................. ..... .. ...... . .. .......... ......... .................. ........ : INSTALL NEW 12 PIPE ... .... ............ . ...... .... ............... 'AERIAL SEWER OROSSING' .......... .... ....... 670 DEMO EX PIER CAP AND CONSTRUCT DEMO EX PIER CAP AND CONSTRUCT - 7 ......... .... ............... .... NEW' PIER 'CAP- (gEE'STRUCTURAL- -NEW PIER' CAP -(SEE STRUCTURAL .................. . ........... . ....... ...... ...... .......... ..............SHEETS FOR -DETA")- ........... SHEETS 'FOR -DETAILS} ............ ............ ............................. ....... EX.MeR. - EX CREEK . ....... ......... RIP - RAP rt L? a INE 66p�_ ......... . ....... :2 665 Ld ..... ....... ........ . ....... Lo . . . . . . . . . . . . ...... ..... --- I I IE --- . . . . . . . ....... .... ....... ui to Iq . . . . . . . . . . . . . . . . . ........ ..................... .. ....... ...... I . . . . . . . . . . . . 7 M . . . . 66 C) cli W :T- , rn,o z 6 LQ -nm ....... .... : ............. ....... ...... rD F). ........ 0) r) . + I-, + r . N co cq (a ... ...... : .... ............. ......... <w ... .......... LLI ED . ....... .... ...... ...... ..................... _................-_....co fL "JSN ........... a co z.co t cl X, -c? .. .. .... ul to Lf) 0 660 + > ...... + U; '* � + 400 .... Lj .40 W:y Lij n > ID -1 0 ug �j I.J. ....... 7 _j Z.t�j_j . ...... 655 ul ul M La Ljm ....... ............ .... ....... Lu �m ... ( ui Ld zo.. W '� EE 655 1 1 +?30 12+00 13+00 14+00 REVISIONS NO. A DESCRIPTION DAIS 1 A61 -4-= 7 1 7 10 5 0 10 20 96111111 1 - HORIZ. SCALE 1 10' 4 2 0 4 VERT. SCALE 1 4' GENERAL NO=- 1. REFER TO SHEETS 5 AND 6 FOR GENERAL CONSTRUCTION NOTES. 2. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL UTILITY LOCATIONS AND DEPTHS PRIOR TO CONSTRUCTION. ALL VERIFIED LOCATIONS AND DEPTHS SHALL BE NOTED ON AS -BUILT DRAWINGS. 3. CONTRACTOR SHALL REMOVE EXISTING SANITARY SEWER AND INSTALL PROPOSED SANITARY SEWER IN PLACE FORM STA 1+00 TO STA 4+08.27 AND FROM STA 6+82.32 TO STA. 13+81 IN ALL OTHER LOCATIONS, PROPOSED SANITARY SEWER WILL BE ENTIRELY NEW CONSTRUCTION 4. CONTRACTOR SHALL REPAIR AND/OR REPLACE ALL EXISTING SANITARY SEWER SERVICE CONNECTIONS. 5. CONTRACTOR SHALL UTILIZE BY PASS PIPING OR PUMPING TO MAINTAIN FLOWS TO MEADOW LAKES LIFT STATION, CONSTRUCTION NOTES THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T 1-800-878-8711 FORT WORTH WATER DEPT.-FIELD OPERATIONS (817) 871-8296 FORT WORTH T&PW (817) 871-8100 ATMOS ENERGY (817) 215-4366 UNCOR GAS & ELECTRIC (817) 215-6214 TXU ENERGY 1-800-233-2133 SEC TELEPHONE (817) 338-6819 CHARTER COMM. (Bll) 509-6272 EXT. 3363 ALL OTHER FACILITIES 1-800-DIG-TESS HORIZONTAL & VERTICAL CONTROL MAPSCO NO. 46-P CITY PAViEcr 1014929 5EWER PROJECT 1 59607-7004io Cola2g-CO178,3 FORTWORTH CITY OF FORT WORTH, TEXAS WATER DEPARTMENT W AM MEADOW LAKES LIFT STATION SANITARY SEWER FORCE MAIN, c JENKIN HEIGHTS LIFT STATION DFComNusSj()NWG Fu CIVIL PLAN AND SECTION OF JENKIN HEIGHTS GRAVITY MAIN CREEK CROSSING DESIGNED: GIF SCALE:DATE: SHEET I DRAWN: FJC AS SHOW I V"AVBER, 2018 L x z 4. ti 4 A r �-/a Doan ,.x 7� iwusP.cEo - Pls-cAsi ore usr-IN-PucE El B i. iiNiuj2u-nsoR� 1�31RC"CCGH Y - - fA a0 d] .. FLPw w iRWLN ' SEE YOTE ♦ • p FD - - V� OU'ni wvFRl _ [t PLL SlA1�R�A0 ANC � 0.0 RIRd1G3 � I. _4� >.wHRI-Es A AANCS p li*P7 SECTION A —A sEc)Rn Ya w m PER PLAN VIEW NOTES I. once wRouw sNFR of PRURm YtludlM ICuIY BEHmfl1 CARE- PIAff , � FAE-WST 9ENdl IFO 2 YPCY TIILCU4il 9NNL FeiWP Yux-Tali udlJ� mE i.-e-- CrFYAIRFAE2f RA o mocP SxFu eE1 'k suii eeRow-DNC r SECTIOF FORT WORTH, TEXAS REVISED: a&31T2 11►►VV HYDRAULIC SLIDE 3339 1012p-0307 (NOT TO SCALE) NO Ea I ER CCp glpf_E 6E PERyARxpE LU 2. 0.'}l Oii[SSTBRdttlu M.dllm eRCP PFwG w4E YL R wNnMu 6 z<- w xL aurcndls ]. NO PLVC SR41 BC PUCEO CA' iC£. NNMIXE IH. D ,caus'xEo ROef swEEP Trc vz C%CAVARCw�\ aq R WICS vv {•E.'.• �+•. •.'> �s v � �R �ro 4AlA[gE5 �I vv vv CIA Re lxEpppR+�<�+i. �� PRCIFCMYI +• AFNCARC PC—!3 A W < YAxNL'lE PER 3) ,ERYGEIfm tiemEolw+i • \ v ° q ///''' ow�E�u iaouc 1 PER SEClltw vvq / R • m 1o/m-ozna iJ 06 IC � vqv v I wxncAL m tw \ v v Paxr rr PoPT - . -'��+• SNi-261 � Y v vY v4 1�77 CITY OF FORT WORTH, TEXAS REVISED: 0&31 20T2 STANDARD 4' DIAMETER DROP MANHOLE 3339 i0J20-D209 NOTES ACTUAL LENGTH AND WIDTH OF ROCK RIPRAP SHALL DEPEND ON CONDITIONS AT EACH CROSSING. SEE PLAN AND PROFILES. ROCK RIPRAP SHALL BE INSTALLED AT A MINIMUM THICKNESS OF 24" AND A MAXIMUM OF 30". FILTER BLANKET SHALL BE INSTALLED AT A MINIMUM THICKNESS OF 6". GEOTEXTILE FABRIC SHALL BE USED IN ADDITION TO FILTER BLANKET. THE ROCK RIPRAP SHALL BE CONSTRUCTED WITHIN THE LIMITS OF THE PERMANENT EASEMENT AND AS SHOWN ON THE PLANS. THE ROCK RIPRAP SHALL BE CONTINUOUS. EXTENDING DOWN BOTH BANKS OF THE CREEK TO THE CENTER OF THE CREEK. A TOE WILL BE CONSTRUCTED ALONG THE SIDES OF THE RIPRAP. THE RIPRAP TOE WILL HAVE A MINIMUM DEPTH AND WIDTH OF 36". THE RIPRAP SHALL EXTEND 10 FEET FROM THE TOP OF BANK. THE FINISHED SURFACE OF THE RIPRAP SHALL NOT EXTEND ABOVE PRECONSTRUCTION GRADE. SEE SPECIFICATIONS SECTION 2271 RIPRAP FOR ADDITIONAL INFORMATION. INCLUDING GRADATION REQUIREMENTS. RIPRAP SHALL BE PLACED ON A SLOPE OF 2H (MINIMUM) : 1V. B. ROCK SIZE SHALL BE PER 31 37 00. TOP OF ROCK RIPRAP BANK 2 MI"\ 155" FILTER BLANKET GEOTEXTILE INSTALLED ON 6" FILTER BLANKET 3C GROUNDUNDISTURBED SECTION A SECTION B (NOT TO SCALE) (NOT TO SCALE) 'RiQQK RIPRAP ii i i PIPELINE !E- NOT • SCALF o�o¢wRx PA SAW-NT �•�') WEN UP nP CI717iR ERVA WSRAG TIKAm) � MY)C� Dt ErLlm 4 BgmY4IERIFL TR RE.- TFIX LC.FT eLcnCN C] ]i�1ea �� AAa +'III`'• ram- +wovoE uasn wo' •y PFR YCiICN grFSw6 P� ]! LRY115nwrlp RRw<Eu YFT9R4 tiAu CITY aF FORT WORTH, TEXAS REVISED: D&31-2a12 MODIFIED ASPHALT PAVEMENT TRENCH REPAIR RESIDENTIAL STIR 32 01 17-D521R EETS IIATfAE IY' a cIr1REx EEEW7pN aEi7A�CE�E1p�<r eAaa RaESRRue1><Rr alnn ram e- Rzw r.��iwe wP wE saavq ,oNr 94W1T ,E`<EPIC >xALL YAR�1 .,a• RC (TIP.} ror az Ea Ea-osla arm.) ws x mm.R MY) oomlc wrwnuas exclxfc Awe PAvwe PEx scnRw az uo TmEs Fs m RCWIM alew+ OF is Fa w Rcr s dw9LT As Rssa1E aEgENAHe aN pMRw� p Bub - rrom _ � RCR LOEIdER SlAFE19 < 10 '.:} - - p w z • .r „�-- ).Z r ram_ � =' vG aIe YEaauwE x wEYR J - - _-:i..a�.... E,- - - +,,/• •„ eTl[nIRlf x�a1uL � 1r III E—Ilry slan+cR7 Fw I I IlaesRaaER SiLYl Cif Pm�O�Rllm _ SIIBpiACE R¢A sEciloN az a Ra eFnau uAmY4 neEEllR1 RPu CNY OF FORT WORTH, TEXas REVI5E0: (1&31-4(N2 IOiJ �Vlo MODIFIED CONCRETE PAVEMENT TRENCH REPAIR 32 Di 29-p523R RESIDENTIAL STREETS ¢ I i SANITARY SEWER CROSS SECTION AT FORCE MAIN STATION 49+52.34 fNTe1 — REVISIONS I NO.I A I DESCRIPTION I DATE i �1P��Of•l�•CTai 1 L.......................... � GEORGE I. FARAH !/ /�1• �t,� 87448 �� 1/7/2019 CONSTRUCTION NOTES THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION: AT&T 1-800-878-8711 FORT WORTH WATER OEPT,—FIELD OPERATIONS (817) 871--8296 FORT WORT" T&PW (817) 871-8100 ATMDS ENERGY (817) 215-4365 ONCOR GAS & ELECTRIC (817) 215-6214 TXU ENERGY 1-800-233-2133 SHC TELEPHONE (817) 338-6819 CHARTER COMM. (817) 509-5272 EXT. 3363 ALL OTHER FACILITIES 1-800—DIG—TESS HORIZONTAL & VERTICAL CONTROL MAPSCO NO. 46—P, Q, T - CITY PROJECT 101829 SEWER PROJECT j 59607-700430—007829—00T78,3 W d 0 I.. 0 FORTH paa CITY OF PORT WORTH, TEXAS 040 WATER DEPARTMENT Q w 0 H 0 00 MEADOW LAKES LIFT STATION SANITARY SEWER FORCE MAIN, ¢ 4 JENKIN HEIGHTS LIFT STATION DECOMMISSIONING a, m �w as STANDARD DETAILS ,4 ,IFG CiTY OF FORT WORTH STANDARD DETAILS IV Qa m Ox DESIGNED: GIF SCALE: DATE: SHEEP C3 DRAWN: FJC AS SHOWN OCT08ER, 20118 31 nn 11 13_1 fNV-lT--ATI(:)MT-0- BIDDERS Page of 2 2- SECTION !10 11 13 -3 UNIAZU-4-1-110-N TO BIDDERS 3 4 1 i t r • rIN \ a 1 1 _ _ _ _ • . i A M � a A i - i1 - _ 1 li ►11 r. - ------------- ---------------- II _ i i1 - ■ • • ♦ w a Lei WON ITSTM pop YAT ll?jrdkvAlnlLmm ! ' _ �• • a _. ■ w • • • • ai Mv a Mr. - - - - r r I r a a 1 � a - i - � - 11 1 •a .i I • ! a • . • .. A • a - . - 1 i i MOWN a1 a • - - MM s . a � mll I - ■ M olwaral 0 ON M • •. WA a _ •. ■it li _. 1 4 4-0 44 4-2 4-3 44 4-5 4-6 4-7 43 20 24 22 14 -24 2S 26 N 24 �. kk O- r t 00 11 13-1 MfrATION 1�) EPIDDM 1 Yugo t nf2 2 SECTION NJ 11 i3 3 INVITATION TO BII]DFt S � 4 5 RECEIM OF BIDS 6 Sealed bids fx)r the cons niolion of Meadow Lakes Last Station anitary Sever Porre 11+lalrr, 7. Jan 1daar JHWglr#s Lift Stati[rn Decnmmisaivrrrmg. City Pi'0feci]NO.: 01829 wall brx ra;ceived by flue a City of Dort North Purchasing Oifi: 10 City of Fort Worth I PumbasingD1vision 12 200 'Taxis 13 Fort Worth, Texas 76162 14 until 1: 0 P.M. CST, 'x'inursday, February 7, 2019, And bids will be opaned publicly and read 15 aloud at 2:00 PM CST in the Council Chembess, 16 17 f3] CIRAL DESCRIPTTON UT WORD I8 The major work vA 11 Oansist of the (approximate) fall owing-, 19 a 6,700 LT of 12-inch Sanitary Sewer Pressure Fortme Main 20 * 1,300 LF of 1 -inch Sanitary Sower Gravity Line 21 • Docomminsion 3onkin Heights Lift Station 22 23 PRE UAL07CATION 24 The improvemonts included in this projcvt must be perfofmod by a controotor who is pu— 25 qualified by the City at the tie of bid open frig. The procedures for quslifrcatim and prc- 26 qualification are► outlined in the Section 00 2 1 13—INSTRtJCT ONS TO BIDMRS. 27 28 ]DOCUMENT FXAl [AT10N AND PROCURE IENTS 29 The Bidding mud Cuniract Documents muy be oxaminud or obtained on-line by visiting the City 30 of Fort Worth'a P rchosing Division wabi ite at �t��llwww.fartwa�tlttex„s.r��vfpurcha� artd 37 clicking on the Buzzsarw link to the a3dvartised project foidi�rs an t'he City's %7-7-gaw site. The 32 Contract Documents may be dowrnloadrxl, viewed, and printed by interested contractors and/or 33 suppliers, The contractor is required to fill Out and nrtiarJrje the Certificate of1ate3rested 34 Parties Fermi 1295 and the Form must be submitted to the Project i4l annger before the 35 eantract vv ll be presented to the City Urrtrncil. Tile form enu be obtained at 36 b"ps://www,ethips.state.tx.usitee/1295-Wo.htm _ '37 38 C.`bpies of the Bidding and Contract Documents may be pumhas i frorn Alvin Plurnrtmea- 39 Assooiates. Ina., 1320 S. University Dr., Suite 300, Fart Worth, Texas 76107-5764 40 41 Tho cost ofi3iddiang and Corttract Documents is: 42 Set of13idd ng and Ca ntract Documents with fiikk size drawings: SS0,00 43 Set of Bidding and CuntrAct Document with ll&sizu (if available) drawings. $50.00 44 45 A 4-hour Fiance mint W given to the Engineer prior to picking up dfaxwi ngs and spooffications. 46 47 48 49 50 PREM CONFERENCE CITY OF FORT WORTH Meadow i.okes and Jenkln Heights Sanitary .Sewer Jmprnvcrnents STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City pro* r No. 01.S 9 f;UJwialsvrmrmvJ44ppDuaStoc141.1ferooRtiY�iudo,n3�om wrylMmagI111ToAmilmaflIddmAwF Alie -: l 3 4 5 7 8 9 IO 11 12 13 14 is 16 17 is 19 2G 21 22 23 24 25 26 27 28 0011 13-1 INVITATION TO BIDDEWS PaF 1 CP2 A prebid confotence may be field as described in Section 00 21 13 - INSTROCC'nONS TO BIDDERS at the foUtiwing lacation, data, and lima: DATE: January 14, 2019 TINE: 2.00 lei PLACE: 311 W. 14'h Street fort Worth, Texas 76102 LOCATION, 'Water Depad mant 1✓ngincering office amass fi- m Federul building, In Traffic zonferon*o� room A. M Y'S RIGHT TO ACCEPT OR REJECT BEI) City reserves the rigbt to waive irregularities and to accept or reject lids. MQVIRMS All inquiries relative to this ptocumment shouid be addressed to the. -folIDwing: Ann. Walter Norwood, PE., City of Fart Worth Email. - Phone. 8 I7-392-5026 ANIXOR Attn. George Farah, P-B., Alan Plummer Associates, Tnc:. EMall: QhJMh&paienv.com Phone, 817-806-1700 All1 EfUr]SFIkrfR:M DATES December 20, 2018 December 27,1018 CITY or, FORT WOMIN Meadow Lakes and Jenkin Heights Somitary Sower Fmprovememts STANDA kt) CONSTRUCTIO- 1 S k i CIMCATION DOCUMENTS City Projoct No. 01829 s[�a.5w�rw raw�u�.rvAeio atl;wn r• x�au.�u. r o�lmt�k€w o�A3aa I IlIN&WIfim W 11U&I.ht 1WJ-1 002113-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00 - GENERAL CONDITIONS. 7 8 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof 10 11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, film, partnership, company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided) makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1. Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1. All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalification at the time of bidding. Bids received from contractors who are 36 not prequalified (even if inadvertently opened) shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving — Requirements document located at; 40 https://ProLpoint.buzzsaw.com/fortworthgov/Resources/02%20- 41%20Construction%2ODocuments/Contractor%2OPre ualification/TPW%2OPavin 42 %20Contractor%20Pre ualification%20Pro am/PRE UALIFICATION%20RE 43 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 44 45 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; 46 hops_//projectpoint.buzzzsaw.com/fortworthizov/Resources/02%20- 47 %20Constmction%2ODocuments/Contractor%2OPrequalification/TPW%o2OPaving 48 %20Contractor%2OPre ualification%2OPro am/PRE UALIFICATION%20RE 49 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public CITY OF FORT WORTH Meadow Lakes and .ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised August 21, 2015 YAptnjeets\031MO47-19\2-0 Wrk Prod12-3 SPECSTMADDivision ONO 2113 Instructions to Bidders.doc 0021 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 9 2 3.13. Water and Sanitary Sewer — Requirements document located at; 3 ht s:// roj oint,buzzsaw.com/fortworth ov/Resources/02%20- 4 %2OConstructiono/a2ODocuments/Contractoro/o2OPrequalification/Water%20and%2 5 OSanitary%o20.Sewer%20Contractor%2OPrequalification%2OProgram/WSS%o20pre 6 %20r Auirements.doc?public 7 9 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 10 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 11 45 11, BIDDERS PREQUALIFICATIONS. 12 13 3.2.L Submission of and/or questions related to prequalification should be addressed to 14 the City contact as provided in Paragraph 6.1. 15 16 17 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 18 bidder(s) for a project to submit such additional information as the City, in its sole 19 discretion may require, including but not limited to manpower and equipment records, 20 information about key personnel to be assigned to the project, and construction schedule, 21 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 22 deliver a quality product and successfully complete projects for the amount bid within 23 the stipulated time frame. Based upon the City's assessment of the submitted 24 information, a recommendation regarding the award of a contract will be made to the 25 City Council. Failure to submit the additional information, if requested, may be grounds 26 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 27 notified in writing of a recommendation to the City Council. 28 29 3.4. In addition to prequalification, additional requirements for qualification may be required 30 within various sections of the Contract Documents. 31 32 3.5. Special qualifications required for this project include the following: 33 1. Experience in tunneling in hard rock is necessary per this Project. 34 2. By pass piping or pumping is necessary for this project. 35 36 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 37 38 4.1. Before submitting a Bid, each Bidder shall: 39 40 4.1.1. Examine and carefully study the Contract Documents and other related data 41 identified in the Bidding Documents (including "technical data" referred to in 42 Paragraph 4.2. below). No information given by City or any representative of the 43 City other than that contained in the Contract Documents and officially 44 promulgated addenda thereto, shall be binding upon the City. 45 46 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 47 site conditions that may affect cost, progress, performance or furnishing of the 48 Work. 49 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised August 21, 2015 F.lprojects103181047-1912.0 wrk PmdQ-3 SPECSTWAUDivision OO100 21 13_hatmetions to Adders.doe 0021 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 2 progress, performance or furnishing of the Work. 3 4 5 4.1.4.Be advised that the Contract Documents on file with the City shall constitute all of 6 the information which the City will furnish. All additional information and data 7 which the City will supply after promulgation of the formal Contract Documents 8 shall be issued in the form of written addenda and shall become part of the Contract 9 Documents just as though such addenda were actually written into the original 10 Contract Documents. No information given by the City other than that contained in 11 the Contract Documents and officially promulgated addenda thereto, shall be 12 binding upon the City. 13 14 4.1.5. Perform independent research, investigations, tests, borings, and such other means 15 as may be necessary to gain a complete knowledge of the conditions which will be 16 encountered during the construction of the project. On request, City may provide 17 each Bidder access to the site to conduct such examinations, investigations, 18 explorations, tests and studies as each Bidder deems necessary for submission of a 19 Bid. Bidder must fill all holes and clean up and restore the site to its former 20 conditions upon completion of such explorations, investigations, tests and studies. 21 22 4.1.6. Determine the difficulties of the Work and all attending circumstances affecting the 23 cost of doing the Work, time required for its completion, and obtain all information 24 required to make a proposal. Bidders shall rely exclusively and solely upon their 25 own estimates, investigation, research, tests, explorations, and other data which are 26 necessary for full and complete information upon which the proposal is to be based. 27 It is understood that the submission of a proposal is prima -facie evidence that the 28 Bidder has made the investigation, examinations and tests herein required. Claims 29 for additional compensation due to variations between conditions actually 30 encountered in construction and as indicated in the Contract Documents will not be 31 allowed. klr) 33 4.1.7. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 34 between the Contract Documents and such other related documents. The Contractor 35 shall not take advantage of any gross error or omission in the Contract Documents, 36 and the City shall be permitted to make such corrections or interpretations as may 37 be deemed necessary for fulfillment of the intent of the Contract Documents. 38 39 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of- 40 41 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 42 the site which have been utilized by City in preparation of the Contract Documents. 43 The logs of Soil Borings, if any, on the plans are for general information only. 44 Neither the City nor the Engineer guarantee that the data shown is representative of 45 conditions which actually exist. 46 47 4.2.2. those drawings of physical conditions in or relating to existing surface and 48 subsurface structures (except Underground Facilities) which are at or contiguous to 49 the site that have been utilized by City in preparation of the Contract Documents. 50 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised August 21, 2015 FAprojectsW3181047-1912-0 Wrk Pmd12-3 SPEMPWAVDivision 00100 21 13 Instructions to Biddm.doc 0021 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 2 on request. Those reports and drawings may not be part of the Contract 3 Documents, but the "technical data" contained therein upon which Bidder is entitled 4 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 5 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 6 responsible for any interpretation or conclusion drawn from any "technical data" or 7 any other data, interpretations, opinions or information. 8 9 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 10 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 1 i exception the Bid is premised upon performing and furnishing the Work required by the 12 Contract Documents and applying the specific means, methods, techniques, sequences or 13 procedures of construction (if any) that may be shown or indicated or expressly required 14 by the Contract Documents, (iii) that Bidder has given City written notice of all 15 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 16 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 17 etc., have not been resolved through the interpretations by City as described in 18 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 19 and convey understanding of all terms and conditions for performing and furnishing the 20 Work. 21 22 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 23 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 24 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 25 Documents. 26 27 5. Availability of Lands for Work, Etc. 28 29 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 30 access thereto and other lands designated for use by Contractor in performing the Work 31 are identified in the Contract Documents. All additional lands and access thereto 32 required for temporary construction facilities, construction equipment or storage of 33 materials and equipment to be incorporated in the Work are to be obtained and paid for 34 by Contractor. Easements for permanent structures or permanent changes in existing 35 facilities are to be obtained and paid for by City unless otherwise provided in the 36 Contract Documents. 37 38 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 39 in Paragraph SC 4.01 of the Supplementary Conditions, In the event the necessary right- 40 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 41 the award of contract at any time before the Bidder begins any construction work on the 42 project. 43 44 5.3. The Bidder shall be prepared to commence construction without all executed right -of 45 way, easements, and/or permits, and shall submit a schedule to the City of how 46 construction will proceed in the other areas of the project that do not require permits 47 and/or easements. 48 49 6. Interpretations and Addenda 50 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised August 21, 2015 F:lprojects103181047-i912-0 Wrk Prod12-3 SPECSIFINAL\Division 00100 21 13 Instructinns to Sidders.doo 00 21 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 2 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 3 received after this day may not be responded to. Interpretations or clarifications 4 considered necessary by City in response to such questions will be issued by Addenda 5 delivered to all parties recorded by City as having received the Bidding Documents. 6 Only questions answered by formal written Addenda will be binding. Oral and other 7 interpretations or clarifications will be without legal effect. 8 9 Address questions to: 10 11 City of Fort Worth 12 1000 Throclomrton Street 13 Fort Worth, TX 76102 14 Attn: Walter Norwood, P.E., Water Department 15 Fax: 817-392-6828 16 Email: walter.norwoodna_.fortworthtexas,gov 17 Phone: 817-392-5026 18 19 20 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 21 City. 22 23 6.3. Addenda or clarifications may be posted via Buzzsaw. 24 25 6.4. A prebid conference may be held at the time and place indicated in the Advertisement or 26 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 27 Project. Bidders are encouraged to attend and participate in the conference. City will 28 transmit to all prospective Bidders of record such Addenda as City considers necessary 29 in response to questions arising at the conference. Oral statements may not be relied 30 upon and will not be binding or legally effective. 31 32 7. Bid Security 33 34 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 35 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 36 the requirements of Paragraphs 5.01 of the General Conditions. 37 38 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 39 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 40 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 41 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 42 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 43 other Bidders whom City believes to have a reasonable chance of receiving the award 44 will be retained by City until final contract execution. 45 CITY OF FORT WORTH Meadow Ickes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised August 21, 2015 F.Npmjcc1sk03181047-1912-0 Wrk Prod12-3 SPECSWINAUDivision 00100 21 13 Instructions to Bidde doc 0021 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 8. Contract Times 2 The number of days within which, or the dates by which, Milestones are to be achieved in 3 accordance with the General Requirements and the Work is to be completed and ready for 4 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 5 attached Bid Form. 7 9. Liquidated Damages 8 Provisions for liquidated damages are set forth in the Agreement. 9 10 10. Substitute and "Or -Equal" Items 11 The Contract, if awarded, will be on the basis of materials and equipment described in the 12 Bidding Documents without consideration of possible substitute or "or -equal" items. 13 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 14 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 15 City, application for such acceptance will not be considered by City until after the Effective 16 Date of the Agreement. The procedure for submission of any such application by Contractor 17 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 18 Conditions and is supplemented in Section 0125 00 of the General Requirements. 19 20 11. Subcontractors, Suppliers and Others 21 22 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 23 12-2011 (as amended), the City has goals for the participation of minority business 24 and/or small business enterprises in City contracts. A copy of the Ordinance can be 25 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 26 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 27 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 28 Venture Form as appropriate. The Forms including documentation must be received 29 by the City no later than 2:00 P.M. CST, on the second business days after the bid 30 opening date. The Bidder shall obtain a receipt from the City as evidence the 31 documentation was received. Failure to comply shall render the bid as non- 32 responsive. 33 34 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 35 or organization against whom Contractor has reasonable objection. 36 37 12. Bid Form 38 39 12.1. The Bid Form is included with the Bidding Documents; additional copies maybe 40 obtained from the City. 41 CITY OF FORT WORTH Meadow Ickes and Jenkin heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised August 21, 2015 F:\projectsNU318\047-19U-OWrkProdN2-3 SPECSIFINALIaivision 00100 21 13 Instmetiaas to 13idders.doc 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 4 price item listed therein. In the case of optional alternatives, the words "No Bid," 5 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals, the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner, whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed 46 envelope, marked with the City Project Number, Project title, the name and address of 47 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system, the sealed envelope shall be enclosed in a separate 49 envelope with the notation "BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH Meadow Lakes and Jenkin heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised August 21, 2015 F:\pruJccts\0318\047-19V-0 Wrk Prod12-3 SPECSTINAUDivision 00100 21 13_Insimclions to Bidders.doc 002113-8 INSTRUCTIONS TO 13IDDERS Page 8 of 9 1 14. Modification and Withdrawal of Bids 3 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids. After all Bids not requested for withdrawal 8 are opened and publicly read aloud, the Bids for which a withdrawal request has been 9 properly filed may, at the option of the City, be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates (if any) will be made available 17 to Bidders after the opening of Bids. 18 19 lb. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award. of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder, whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price, contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders, Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF PORT WORTH Meadow Lakes and ]enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised August 21, 2015 F:lpmjecisl03 M047-1912-0 Wrk Pmd12-3 SPECSIF€NAUDivision MOO 21 13_Instructions to Biddets.doc 0021 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs,, maintenance requirements, performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 10 17.3. City may conduct such investigations as City deems necessary to assist in the 11 evaluation of any Bid and to establish the responsibility, qualifications, and financial 12 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization, work of a value not less than 17 35% of the value embraced on the Contract, unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded, City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH Meadow Lakes and 3enkin Heights Sanitary Sewer I nprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised August 21, 2015 Nprojects103181047-IM-0 Wrk Prod12-3 SPECSIFIMADDivision 00100 21 13 Instructions to Bidders.doc 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 1 SECTION 00 3215 2 CONSTRUCTION PROJECT SCHEDULE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Project Schedule 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 D. Purpose 14 The City of Fort Worth (City) is committed to delivering quality, cost-effective 15 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 16 properly structured schedule with accurate updates. This supports effective monitoring 17 of progress and is input to critical decision making by the project manager throughout 18 the life of the project. Data from the updated project schedule is utilized in status 19 reporting to various levels of the City organization and the citizenry. 20 21 This Document complements the City's Standard Agreement to guide the construction 22 contractor (Contractor) in preparing and submitting acceptable schedules for use by the 23 City in project delivery. The expectation is the performance of the work follows the 24 accepted schedule and adhere to the contractual timeline. 25 26 The Contractor will designate a qualified representative (Project Scheduler) responsible 27 for developing and updating the schedule and preparing status reporting as required by 28 the City. 29 30 1.2 PRICE AND PAYMENT PROCEDURES 31 A. Measurement and Payment 32 1. Work associated with this Item is considered subsidiary to the various items bid. 33 No separate payment will be allowed for this Item. 34 2. Non-compliance with this specification is grounds for City to withhold payment of 35 the Contractor's invoices until Contractor achieves said compliance. 36 1.3 REFERENCES 37 A. Project Schedules 38 Each project is represented by City's master project schedule that encompasses the 39 entire scope of activities envisioned by the City to properly deliver the work. When the CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD SPECIFICATION City Pieject No.: 01829 Revised JULY 20, 2018 FAprojects1031 M047-1912-0 Wrk Prod52-3 SPECSIFn3AL\Division 00\00 32 15_Constwdion Project Schedule.doc 0032 15 - 0 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 1 City contracts with a Contractor to perform construction of the Work, the Contractor 2 will develop and maintain a schedule for their scope of work in alignment with the 3 City's standard schedule requirements as defined herein. The data and information of 4 each such schedule will be leveraged and become integral in the master project 5 schedule as deemed appropriate by the City's Project Control Specialist and approved 6 by the City's Project Manager. 7 8 1. Master Project Schedule 9 The master project schedule is a holistic representation of the scheduled activities 10 and milestones for the total project and be Critical Path Method (CPM) based. The 11 Ci y's Project Manager is accountable for oversight of the development and 12 maintaining a master project schedule for each project. When the City contracts for 13 the design and/or construction of the project, the master project schedule will 14 incorporate elements of the Design and Construction schedules as deemed 15 appropriate by the City's Project Control Specialist. The assigned City Project 16 Control Specialist creates and maintains the master project schedule in P6 (City's 17 scheduling software). 18 19 2. Construction Schedule 20 The Contractor is responsible for developing and maintaining a schedule for the 21 scope of the Contractor's contractual requirements. The Contractor will issue an 22 initial schedule for review and acceptance by the City's Project Control Specialist 23 and the City's Project Manager as a baseline schedule for Contractor's scope of 24 work. Contractor will issue current, accurate updates of their schedule (Progress 25 Schedule) to the City at the end of each month throughout the life of their work. 26 27 B. Schedule Tiers 28 The City has a portfolio of projects that vary widely in size, complexity and content 29 requiring different scheduling to effectively deliver each project. The City uses a 30 "tiered" approach to align the proper schedule with the criteria for each project. The 31 City's Project Manager determines the appropriate schedule tier for each project, and 32 includes that designation and the associated requirements in the Contractor's scope of 33 work. The following is a summary of the "tiers". 34 35 1. Tier 1: Small Size and Short Duration Project (design not required) 36 The City develops and maintains a Master Project Schedule for the project. No 37 schedule submittal is required from Contractor. City's Project Control Specialist 38 acquires any necessary schedule status data or information through discussions with 39 the respective party on an as -needed basis. 40 41 2. Tier 2: Small Size and Short to Medium Duration Project 42 The City develops and maintains a Master Project Schedule for the project. The 43 Contractor identifies "start" and "finish" milestone dates on key elements of their 44 work as agreed with the City's Project Manager at the kickoff of their work effort. 45 The Contractor issues to the City, updates to the "start" and "finish" dates for such 46 milestones at the end of each month throughout the life of their work on the project. 47 48 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD SPECIFICATION City Project No.: 01829 Revised JULY 20, 2018 Mprojects103181047-1912.0 WA Pmdl2-3 S1-EC5\MNALWivisi0n 00100 32 15_Constmed0a Project Schedule.doc 003215-0 CONSTRUCTION PROGRESS SCHEDULE. Page 3 of 10 1 The City develops and maintains a Master Project Schedule for the project. The 2 Contractor develops a Baseline Schedule and maintains the schedule of their 3 respective scope of work on the project at a level of detail (generally Level 3) and in 4 alignment with the WBS structure in Section 1.4.11 as agreed by the Project Manager. 5 The Contractor issues to the City, updates of their respective schedule (Progress 6 Schedule) at the end of each month throughout the life of their work on the project. 7 C. Schedule Types 8 Project delivery for the City utilizes two types of schedules as noted below. The City 9 develops and maintains a Master Project Schedule as a "baseline" schedule and issue 10 monthly updates to the City Project Manager (end of each month) as a "progress" 11 schedule. The Contractor prepares and submits each schedule type to fulfill their 12 contractual requirements. 13 14 1. Baseline Schedule 15 The Contractor develops and submits to the City, an initial schedule for their scope 16 of work in alignment with this specification. Once reviewed and accepted by the 17 City, it becomes the "Baseline" schedule and is the basis against which all progress 18 is measured. The baseline schedule will be updated when there is a change or 19 addition to the scope of work impacting the duration of the work, and only after 20 receipt of a duly authorized change order issued by the City. In the event progress is 21 significantly behind schedule, the City's Project Manager may authorize an update 22 to the baseline schedule to facilitate a more practical evaluation of progress. An 23 example of a Baseline Schedule is provided in Specification 00 32 15.1 24 Construction Project Schedule Baseline Example. 25 26 2. Progress Schedule 27 The Contractor updates their schedule at the end of each month to represent the 28 progress achieved in the work which includes any impact from authorized changes 29 in the work. The updated schedule must accurately reflect the current status of the 30 work at that point in time and is referred to as the "Progress Schedule". The City's 31 Project Manager and Project Control Specialist reviews and accepts each progress 32 schedule. In the event a progress schedule is deemed not acceptable, the 33 unacceptable issues are identified by the City within 5 working days and the 34 Contractor must provide an acceptable progress schedule within 5 working days 35 after receipt of non -acceptance notification. An example of a Progress Schedule is 36 provided in Specification 00 32 15.2 Construction Project Schedule Progress 37 Example. 38 39 1.4 CITY STANDARD SCHEDULE REQUIREMENTS 40 The following is an overview of the methodology for developing and maintaining a 41 schedule for delivery of a project. 42 43 A. Schedule Framework 44 The schedule will be based on the defined scope of work and follow the (Critical Path 45 Methodology) CPM method. The Contractor's schedule will align with the requirements 46 of this specification and will be cost loaded to reflect their plan for execution. Overall 47 schedule duration will align with the contractual requirements for the respective scope of CITY OF FORT WORTH Meadow Ickes and Jerkin Heights Sanitary Sewer Improvements STANDARD SPECIFICATION City Project No.: 01829 Revised JULY 20, 2018 F:Sprojccts1031g1047-1912-0 Wrk Pmd12-3 SPECSTMAL1Division 00100 32 15_Comtmction Project Schedukdoc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 work and be reflected in City's Master Project Schedule. The Project Number and Name of the Project is required on each schedule and must match the City's project data. B. Schedule File Name All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. o Baseline Schedule File Name Format: City Project Number _Project Name _Baseline Example: 101376 North Montgomery Street 14MAC Baseline * Progress Schedule File Name Format: City Project Number _Project Name_YYYY-MM Example: 101376 North Montgomery Street I MAC 2018_01 O Project Schedule Progress Narrative File Name Format: City Project Number _Proj ect Name _PN_YYYY-MM Example: 101376 North Montgomery Street IIMAC_PN 2018 01 C. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation ® Neighborhood Streets • Sidewalks (later) ® Quiet Zones (later) o Street Lights (later) ® Intersection Improvements (later) ® Parks ® Storm water o Street Maintenance • Traffic o Water D. Schedule Calendar The City's standard calendar for schedule development purposes is based on a 5-day workweek and accounts for the City's eight standard holidays (New Years, Martin Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, Christmas). The Contractor will establish a schedule calendar as part of the schedule development process and provide to the Project Control Specialist as part of the basis for their schedule. Variations between the City's calendar and the Contractor's calendar must be resolved prior to the City's acceptance of their Baseline project schedule. E. WBS & Milestone Standards for Schedule Development CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD SPECIFICATION City Project No.: 01829 Revised JULY 20, 2018 F:lprcject03181047-1912-0 Wrk Prod\2-3 SPECS1MAUDivision 00100 32 15_Construction Project Schedule.doc 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 1 The scope of work to be accomplished by the Contractor is represented in the schedule in 2 the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 3 development of the schedule activities and shall be imbedded and depicted in the 4 schedule. 6 The following is a summary of the standards to be followed in preparing and maintaining 7 a schedule for project delivery. 8 9 1. Contractor is required to utilize the City's WBS structure and respective project type 10 template for "Construction" as shown in Section 1.4.14 below. Additional activities 11 may be added to Levels 1 - 4 to accommodate the needs of the organization executing 12 the work. Specifically the Contractor will add activities under WBS XXXXXX.80.83 13 "Construction Execution" that delineates the activities associated with the various 14 components of the work. 15 16 2. Contractor is required to adhere to the City's Standard Milestones as shown in 17 Section 1.4.I below. Contractor will include additional milestones representing 18 intermediate deliverables as required to accurately reflect their scope of work. 19 20 F. Schedule Activities 21 Activities are the discrete elements of work that make up the schedule. They will be 22 organized under the umbrella of the WBS. Activity descriptions should adequately 23 describe the activity, and in some cases the extent of the activity. All activities are 24 logically tied with a predecessor and a successor. The only exception to this rule is for 25 "project start" and "project finish" milestones. 26 27 The activity duration is based on the physical amount of work to be performed for the 28 stated activity, with a maximum duration of 20 working days. If the work for any one 29 activity exceeds 20 days, break that activity down incrementally to achieve this duration 30 constraint. Any exception to this requires review and acceptance by the City's Project 31 Control Specialist. 32 33 G. Change Orders 34 When a Change Order is issued by the City, the impact is incorporated into the previously 35 accepted baseline schedule as an update, to clearly show impact to the project timeline. 36 The Contractor submits this updated baseline schedule to the City for review and 37 acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the 38 following: 39 40 1. Time extensions associated with approved contract modifications are limited to the 41 actual amount of time the project activities are anticipated to be delayed, unless 42 otherwise approved by the Program Manager. 43 44 2. The re-baselined schedule is submitted by the Contractor within ten workdays after 45 the date of receipt of the approved Change Order. 46 47 3. The changes in logic or durations approved by the City are used to analyze the impact 48 of the change and is included in the Change Order. The coding for a new activity(s) 49 added to the schedule for the Change Order includes the Change Order number in the CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD SPECIFICATION City Project No.: 01829 Revised JULY 20, 2018 F;Spmjects103181047-1912-0 Wrk Prod12-3 SPECSIFINAL\Division 00100 32 15_Construction Project Sdedulc.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. H. City's Work Breakdown Structure WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.90 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX,90 Closeout XXXXXX90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure I. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. Activity ID Activity Name Design 3020 Award Design Agreement 3040 Issue Notice To Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting #1 (required) CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD SPECIFICATION City Project No.: 01829 Revised JULY 20, 2018 P:lprojects1031=4749124 Wrk Prod12-3 SPPCMNAUD]vision MOO 32 15_Constmction Project SdwAula.doc 0032I5-0 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 1 3170 Conceptual Design Complete 2 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, 3 Parks, Storm Water, Water & Sewer 4 3250 Conduct Design Public Meeting #2 (required) 5 3260 Preliminary Design Complete 6 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 7 Water & Sewer 8 3330 Conduct Design Public Meeting #3 (if required) 9 3360 Final Design Complete 10 ROW & Easements 11 4000 Right of Way Start 12 4230 Right of Way Complete 13 Utility Relocation I4 7000 Utilities Start 15 7120 Utilities Cleared/Complete 16 Construction 17 Bid and Award 18 8110 Start Advertisement 19 8150 Conduct Bid Opening 20 8240 Award Construction Contract 21 Construction Execution 22 8330 Conduct Construction Public Meeting #4 Pre -Construction 23 8350 Construction Start 24 8370 Substantial Completion 25 8540 Construction Completion 26 9130 Notice of Completion/Green Sheet 27 9150 Construction Contract Closed 28 9420 Design Contract Closed 29 1.5 SUBMITTALS 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 A. Schedule Submittal & Review The City's Project Manager is responsible for reviews and acceptance of the Contractor's schedule. The City's Project Control Specialist is responsible for ensuring alignment of the Contractor's baseline and progress schedules with the Master Project Schedule as support to the City's Project Manager. The City reviews and accepts or rejects the schedule within ten workdays of Contractor's submittal. 1. Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in .xis or .xlsx format in compliance with the sample layout (See Specification 00 32 115.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer improvements STANDARD SPECIFICATION City Project No.: 01829 Revised fOLY 20, 20I8 F:\projects\031a\047-19\2-OWrkPlodU-3 SPHCSTINAL'Division 00100 32 15_Constmelion Project Schedule.doe 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 8of10 1 2. Initial & Baseline Schedule 2 The Contractor will develop their schedule for their scope of work and submit their 3 initial schedule in electronic form (in the file formats noted above), in the City's 4 document management system in the location dedicated for this purpose within ten 5 workdays of the Notice of Award. 6 7 The City's Project Manager and Project Control Specialist review this initial schedule 8 to determine alignment with the City's Master Project Schedule, including format & 9 VMS structure. Following the City's review, feedback is provided to the Contractor 10 for their use in finalizing their initial schedule and issuing (within five workdays) their 11 Baseline Schedule for final review and acceptance by the City. 12 13 3. Progress Schedule 14 The Contractor will update and issue their project schedule (Progress Schedule) by the 15 last day of each month throughout the life of their work on the project. The Progress 16 Schedule is submitted in electronic form as noted above, in the City's document 17 management system in the location dedicated for this purpose. 18 19 The City's Project Control team reviews each Progress Schedule for data and 20 information that support the assessment of the update to the schedule. In the event 21 data or information is missing or incomplete, the Project Controls Specialist 22 communicates directly with the Contractor's scheduler for providing same. The 23 Contractor re -submits the corrected Progress Schedule within 5 workdays, following 24 the submittal process noted above. The City's Project Manager and Project Control 25 Specialist review the Contractor's progress schedule for acceptance and to monitor 26 performance and progress. 27 28 The following list of items are required to ensure proper status information is 29 contained in the Progress Schedule. 30 B Baseline Start date 31 O Baseline Finish Date 32 6 % Complete 33 a Float 34 0 Activity Logic (dependencies) 35 ® Critical Path 36 0 Activities added or deleted 37 ® Expected Baseline Finish date 38 C Variance to the Baseline Finish Date 39 40 B. Monthly Construction Status Report 41 The Contractor submits a written status report (referred to as a progress narrative) at the 42 end of each month to accompany the Progress Schedule submittal, using the standard 43 format provided in Specification 00 32 15.3 Construction Project Schedule Progress 44 Narrative. The content of the Construction Project Schedule Progress Narrative should 45 be concise and complete to: 46 + Reflect the current status of the work for the reporting period (including actual 47 activities started and/or completed during the reporting period) 48 0 Explain variances from the baseline on critical path activities CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD SPECIFICATION City Project No.: 01829 Revised JULY 20, 2018 F:\projeeta\0318\047-19\2-DWrkPwd\2-3 SPECSIFINALDivisi= 00100 32 15_Cumtruction Project Scheduladoc I 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 6 Explain any potential schedule conflicts or delays 2 o Describe recovery plans where appropriate 3 0 Provide a summary forecast of the work to be achieved in the next reporting period. 4 5 C. Submittal Process 6 • Schedules and Monthly Construction Status Reports are submitted in Buzzsaw 7 following the steps outlined in Specification 00 32 15.4 Construction Project 8 Schedule Submittal Process. 9 0 Once the project has been completed and Final Acceptance has been issued by the 10 City, no further progress schedules or construction status reports are required from 11 the Contractor. 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE 16 A. The person preparing and revising the Contractor's Project Schedule shall be 17 experienced in the preparation of schedules of similar complexity. 18 B. Schedule and supporting documents addressed in this Specification shall be prepared, 19 updated and revised to accurately reflect the performance of the Contractor's scope of 20 work. 21 C. The Contractor is responsible for the quality of all submittals in this section meeting the 22 standard of care for the construction industry for similar projects. 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 1.13 ATTACHMENTS 27 Spec 00 32 15.1 Construction Project Schedule Baseline Example 28 Spec 00 32 15.2 Construction Project Schedule Progress Example 29 Spec 00 32 15.3 Construction Project Schedule Progress Narrative 30 Spec 00 32 15.4 Construction Project Schedule Submittal Process 31 32 33 PART 2 - PRODUCTS [NOT USED] 34 PART 3 - EXECUTION [NOT USED] 35 END OF SECTION 36 C1TY OF FORT WORTH Meadow Lakes and 3enkin Heights Sanitary Sewer Improvements STANDARD SPECIFICATION City Project No.: 01829 Revised JULY 20, 2018 F:lprojects103181047-M2-0 Wrk Prod\2-3 MCSTJNAUDivision 00100 32 15_Construaion Project SchMule.doc 0032 15 - 0 161ON&Iy "i.J 111 c.), 12 ASTO :iO.&I MGI's 10 Big) rl 0, Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH STANDARD SPECIFICATION Revised JiTLY 20, 2018 Page t0 of 10 Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements City Project No.: 01829 F:\projects103181047-1912-0 Wrk Prod12-3 SPECSIFINAUDivision 00\00 32 15_Comimction Project Schedule.doc 003215.1 -0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 1 of 5 1 SECTION 00 32 15.1 2 CONSTRUCTION PROJECT SCHEDULE — BASELINE EXAMPLE 3 PART1- GENERAL 4 The following is an example of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the baseline for the project. This version of the 6 schedule is referred to as a "baseline" schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a baseline schedule. See CFW 8 Specification 00 32 15 Construction Project Schedule for details and requirements regarding 9 the Contractor's project schedule. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 8 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer hnprovelnents STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised JULY 20, 2018 F:\projects\0318\047-19\2-0 Wrk Prod12-3 SPECSTMALlnivision 00100 32 15.1_Construction Project Schedule_Bndine Example.doc 00 32 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE— BASELINE EXAMPLE Page 2 of 5 -•-•-•-••-.-�___....*----- --t----- ---- --------------- --------•- ---------- ---------- ------------------ .• ! ! I I ! i I "r _ ii I I fj 1 1 ............... _ -._._ .�;�.-. 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M M r£•i M.M �r s� LL CITY OF FORT WORTH Meadow Lakes and Jenldn Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised .IULY 20, 2018 R%projects5031$1047-1912-0 W& Prod{2-3 SPECSIMAUDivision 00\00 32 15.1_Constmclion Project Schedule BaselineExample.doc 00 32 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 3 of 5 - - ---------- --------- ----------- a......... --------- a ......-•-•---•--........... .......... � j i I 1 �t n� •? � I : I ! � 1 I k I - -• I ------•- ---- i ...... -- ---•' -•-•---•-E -•- - ----- r- -•-•-•• • - -- •-- _ ••, ---•-•-- i- -•- '- i .._._._.-.1 ..J......... i -- I......�.1 I. ii C IW �, irn rL,FO .o�iD,- u I] F]'R9 Gi a Q`a{'a 0 n Lt:'4 Ci 0.11]' ¢ p'13 - 0 i. 1 II'" N r i� �•`l IXf '+ M ��+ rr� Ifi _ .. 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J .�1 ' � b i n �t f1) l p Rl Ir 1 { n: ti G �� C7 W �/� .�• - G I.. 'll - �+ �Fi Grp, �xp . t3 iu i• ' t{ ° LF 3 ` •- .P1 7 N II G] {: L i;l . r --1 ! Il_ ri n. l� 4) N e G f [ rt U Sf •} �_` .ro 1 m G C .`I O ..l = : r Lr Y.. `e G� 5+ rJ - m . m C_1 Fh 12 P I{ %. P �{ � c q n +l i F'y i i .•{ %7 vi 3 ,r- r i ,, i+i R {Ij¢I � U O u CITY OF FORT WORTH Meadow Cakes and ]enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised JULY 20, 2018 F:lprojects1031=47402-0 Wrk Prod12-3 SPECS MALlDivision 00100 32 15.1—Construction Project Schedule Baseline Esnmple.doc I 00 32 15.1 -0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 4 of 5 CITY OF FORT WORTH Meadow Lakes and Jonkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised JULY 20,2018 F:\projccls\0318ND47-19U-OWrkProd\2.3SPECS\FINAL\MvisionOD\0032 ISA—ComiructionProject Schedule JElaselineUxample.doc 00 32 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE— BASELINE EXAMPLE Page 5 of 5 1 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised JULY 20, 2018 F:Ipr0jacf910318%047-lM2-0 Wrk Prod12-3 SPECSIFINAUDivision 00100 12 15.1_Consimaion Pmject Schedule_ Baseline Example.doc S 32 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE —PROGRESS EXAMPLE Page 1 of 4 1 SECTION 00 3215.2 2 CONSTRUCTION PROJECT SCHEDULE — PROGRESS EXAMPLE 3 PART1- GENERAL 4 The following is all example of a Contractor's project schedule that illustrates the data. and 5 expectation for schedule content depicting the progress for the project. This version of the 6 schedule is referred to as a "progress" schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a progress schedule. See 8 CFW Specification 00 32 15 Construction Project Schedule for details and requirements 9 regarding the Contractor's project schedule. 10 11 12 13 14 ` 15 16 17 18 19 20 21 22 23 24 25 26 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised DULY 20, 2018 FAprojects1031 M47-1912-0 Wrk Ptod12-3 SPECSTR4ALWivision 00100 32 15.2_Construction Project Schedute Progress Example.doc 3215.2-0 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page 2 of d ::-::::: ,_,___--1----- ----- r ---------i----------�- ----- - ----- ---- - -------}--------......... -{- -------E---------4----- ---'- •_••--•-•j-••_.__-- ---------- '........... Y } f--------- i I :. :::::�:—_. - — 1— — - — — —----------L---------E--------� --- — - ' °3 1 lit ro jjjJJJ rI EI tY tO,C1�C I� a uz M +y '/.I ri rV•H iti H wIMiim 'M I"![' r. f+ WHIM{M lry rw ry,t4 N N n "I",fi ff M•H II o +5 Y• + r- I '� �A f.FI pl S I 1� h. 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M �i = �, �, r� i� {r _ �I ram } I 1�1.1 1�!P +1 I h O {i I• r i r�ll,.'�I .1� 'V• 'Ir iodl C {�iN l!<?i.r; Li W F xY p5 +� I. ��7! ram! - 'viytq f+a j+�a�w •'�r! 05 R91 V l'�1 LC _J CITY OF PORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised DULY 20, 2018 F:1pmj=ts103181047-1M-0 Wrk Prod12-3 SPHCSIFINAL1Diyision 00\00 32 15.2_Construction Project Schedule_Progress Example.doc 32 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE —PROGRESS EXAMPLE Page 3 of 4 co !V -n- n.n N N N.N IY N NON N'V°!-N - 'lt N N ":",m 'ClNf* N %j N u P Gi !! ' r�rt r�O IU FrD ,O Ifl I� .. �i SJ rw •i .. F, ry LT F,! p.O R G I.} l:A O F% iIY �V Gy FYG R W rt m n v. .' '} of @ R �• II.. ', m-GI Q Mfi N Vzz m 61 to a W Yi2 m r a, >• p. m 1m/:n. rrn5 P rn �I m a �! ;r N f��^I •' + Fi F' �' N 4��4 Nib iIi ami`ty OF !' {' nL ni . 4.' n - ro 'R n o �;ra ib ui DWI r4� rl, ix fy m `O eII �1 ,m„ �' , GD W QF • xi U2, i3 k'I '! 4 ' '• I i ii u ,ai±•_ i��u r: tl y Qi!.7i V_Y'rx hY. o'r � � s,+ � `f .,A r�r�` '�' � '.r: ` �<� � � �' �, � � � �i h �I. � � �• �i Ft..� w J'o Q O ii C a ICi L] i.1 l7 u [a m C L)_-o O CI G O r 1 P4 d ,•, r} T.L L. yy {� 1�I IL O i 43 f7 L� N ,Cr 4 -: V f� M 'rlLti r !.h , i1,T .G h ri:�'FF 1? A =1- %i 1•h Q r 4 r^ rvi' y� li5 rd rd- a a 44 a 'k,It _ t'a � Vr i�F, 1. �� o 'A9v, •. �li��'��' �1�� 'T�i,�l llfki$lRs o'� 19 R' i'rp aii�a fi S�'.r Fin C�4+taF�t`�t +q'i rIU�I .y 'b+ �za r: E': r-i * �a c+. N �+ �+ ry r.4, ,r �� I! • _ pj c3� I"�'i'Rl•v :!i 0} 1 (L boy lLral Ili M5 W:ISI- Crf Y OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised JULY 20, 2018 F:Iprojecis103181047-19�2-0 Wrk Prod12-3 SPBCSIFINAL1Division 00100 32 15.2_Constmction Project Schedule Progress Hx=ple.doc 32 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page 4 of 4 I END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH Meadow Lakes and Jenkm Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised DULY 20, 2018 F;lproject51031$1047-1912-0 Wrk Prod12-3 SPECSTINADDivision 00100 32 15.2_Construetion Project Schedule Progress Example.doc 00 32 15.3 - 0 — PROGRESS NARRATIVE Page 1 of 1 SECTION 00 32 15.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Company Name: City Project No: Engineer's Project No: City Project Manager: Engineer's Project Manager: A. LIST or activities accompiisnea in the reporting period 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) L;P. l-ism or aczuvmes to oe accompusnea in ine next reporting perioa 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) List any potential delays and provide mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) D. List any actual delays and provide recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) City of Fort Worth, Texas STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Meadow Lakes Jenkin Heights Sanitary Sewer Improvements City Project No.: 01829 F:\projects\0319\047-19\2-0 Wrk Prod\2-3 SPEC5\FINAL\Division 00\00 3215.8_Constroction Project Schedule Progress Narrative.docx I 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE— SUBMITTAL PROCESS Page 1 of 7 1 SECTION 00 32 15.4 2 CONSTRUCTION PROJECT SCHEDULE — SUBMITTAL PROCESS 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 The following information provides the process steps for the Contractor to follow for submitting a project baseline or progress schedule for a capital project to the City of Fort Worth. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. If you are not a registered CFW Buzzsaw user, please email or contact: Fred Griffin, Buzzsaw Administrator City of Fort Worth Fred. Griffin@fortworthgov.org 817-392-8868 Using your registered usemame and password log into the City's Buzzsaw Site https://projectpoint.buzzsaw.com/client/fortworthizov Q . Navigate to your Project Folder. Verify that your Project ID and Project Name are consistent with Project Folder Name. Navigate to the Schedule Directory under your Project Folder. The 00701-Flaxseed Drainage Improvements project is used for illustration. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised JULY 20, 2018 F.VrgJws103181047-19ti2-0 Wrk Prod52-3 SPECSIF1t`1ALWivision 00100 32 15.4_Construction Project Seheduie_Submitw Proeess.doe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 2 of 7 6k G11 fo- Ina bo 0 - _&J Add 4 Q� ._ X I I :� .si NW a,J PVIortwmlhgov —I jityr�'w C i , -i PCdGil6 � � ' fl 00701-FiaxseedDrainapeingxo,xa[7 14ems ie. Ilk. T R,k JWForals wwwleskk04"k f4pd CriFfln 16,384 Naosoft Excel W... [#� J Bid Responses TCJ Construction 4 CJ Consukants } V Contractor 1 -CI Corresponr once t+j r_I General Contract Documents and Sl 0 Project Ofa%ings l+l rJ Public Meetings 4 C1 R.ea1 Prc ," 9 Umes t.1b 00705 - Urban Wages Central C:usffir : �.Ib 00705 - Urban Wages Central Cluster E C0706 -Urban Wages SE Cluster Berry 00706 - Jrban M4ges SE Ckmter New Q � C0730 - Sanita•Y Sewer Rehab t4r&t: 1Q C0755 - Mesquite Rd 2004 CIP Year L t 00168 -Dirks Road -Bryant Irvin to G' C0728 -Lebow Chenr,e: 1] C0786 - S,amnerr Credo & Symmore Sd C0787 - Granbury Road - Altamesa to e PI+ vi" iN9r 61VAr-6 Vrm"lr 7 I&Lpe :Wl ".IH YYr. duel SiNvor Grrwr06WWCr'l6z- Har4 I_ I7 Two files will be uploaded for each submittal. A native schedule file format either Primavera .xer or MS Project .mpp and a PDF version of the schedule will be uploaded Verify that the file name contains the 5-digit Project ID, Project Name, and Submittal Date and follows the standard naming convention. Initial schedule submittal will be labeled as `Baseline' for example: 00701-FlaxseedDrainagelmprovements-Baseline Schedule submittal updates will be labeled with Schedule Submittal Date `YYYY MM' for example: 00701-FlaxseedDrainagelmprovements-2009_01 Expand or select the Schedules folder and add both the native file and PDF file to the directory. From the Toolbar Select ❑Add Doeument CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01929 Revised JULY 20, 2018 F:lpcojee1s503181047-1912-0 Wrk Prod12-3 SPECSIFINADDivisien 0000 32 15.4_Construetion Project Schedule_ Submittal Process.rlac 0 1 2 3 4 5 6 7 8 9 00 32 I5.4 - 0 CONSTRUCTION PROGRESS SCHEDULE— SUBMITTAL PROCESS Page 3 of 7 Fie Edit diem Tads Help j ji Add w■>] I f X,- ."}.''xI :6-)MasW;LB ; Q `ram OD701-Flaxseed Drainage Improvemer c . Folder L] Bid Farms .':J Bid Responses L* . I .onstrucaar r::j Consultants Contractor L_I Correspondence lJ Genera Contract Doarmerts azd Sped -CJ ProjectDrawtngs a.�,' ZI PubIk Meetings CJ RealProperty �15 5fiedries Index.xk J unities 0, 007DS - Urban Wages Centro. Ouster Sir F r 1h 00705 - Urban Kdlages Centra. C ister Soul q, r% 00706 - Urban Wages SE Cluster Bet-y-Rh 00706 -Urban 1406ges SE Cluster [sear eas L 00730 • Sanitary Sewer Rehab Contract tk t+J 00755 - Mesquite Rd 2004 CIP Year 1(Des CE 00768-Dirks Road - BryantInni toGranh K Q 00778-Lebow Channel ;tl ti OD786 -Summer C7eek &Sycamore School Select Browse and go to the location of the files on your desktop. Select Open e Salrrt0 .a"nta to 6.1. 1-, Irk �gFri nTt->* you ran on am N a tloaorrre Peplrh, N.re'.kp �.t�a.4n flrohie,, f � Pilct.rnrn'� — At:srn Cannery File Ncme �F�r.ioCalm lad... i slM l -- -- - ---- :nnd lmel ' Irq#hot�yn - � JMy Documents Y NY Computer �KndjetXwxMenagerPro' �Jguwcnotes Player WRacam -tMyNetworkPlaces iAcWeProjEM Documanlo ILJobeAcrobat 8Professiona �'BoarftPass.pcif Bum CDs & DYF7s u,Jt Clear.7ype Tunft Buzaaw20M , CadRecddEdtPro r., Dttsldop CH2M HA_ VPN �`. of Crosswind Pt� Exam Sm i.l Net& Client EV Crystai Reports 2008 SD4e Earn Del QLtk Reference GuWe.pdf �DiskDefragmenter MyWoumer�ts �HPPhotasmartexpress �V,,rtlP Photosmart Premier, free Sound Recorder 1m .iP Sofution Center JNReeSwndRemrder.exe PospCormct MLaDb p5CO1nty MY Computer �tC runes Qr h)gn.3PG MiOrosoft Vim Verson 20021nside Out eBook U*N.ML-ebng Myfdetyrdk Filename: I_ F9aces Res43ftY30: ? Ries C.1 . Cenoel� The file will appear in the Buzzsaw Add to Project — Select Documents window Select Next. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised JULY 20, 2018 F:lprcjecis103181G47-19U-0 wrk PmdQ-3 SPECSTINALUvisiou 00100 32 15.4_Construction Project Schedule -Submittal I mcess.doe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 003215.4-0 CONSTRUCTION PROGRESS SCHEDULE— SUBMITTAL PROCESS Page 4 of 7 Do not select Finish at this time. Gzl5adoamkm1■h WO 10 Ihx Roles wab 31te. Vow cw APR mW to a Umau nrd RM h-.f--irw+j �;:cuments �4hh�, comment We r+�e � Fie 4osa�on ,��Modi,,, � 5�1[_ LO9474D] ntpwmfflbi wwt ' ENA NGUtltahorl f i . r ..I 1 r Fryfh l"en-rl �to You will be placed into the Attach Comment window to enter a record into the Project Schedule Submittal Log. Enter the Project ID -Project Name -Submittal in the Subject Line. Type Submittal and Company Name into the Comment window along with Contact Name and Contact Phone Number. Select Next. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised JULY 20, 2018 F:)projmU\03181047.1912-0 Wrk Prod123 SPECSIFINAVDivision 00100 32 15.4 Construction Pmjeet Scheduie_SubmitW Process.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE— SUBMITTAL PROCESS Page 5 of 7 t p Create a comment that becomes the version do—w iptic, and first discussion Item For files be1w added. This step Is optional Select Documents I Add comment to new discussion Fllrtterlr;^rnment 1_.--._-._-..._..._.� 8 yB I �(-=-I�� '�"_e_!_=-.!_:-J I SeWbEmai .JJ .. Subject: 0070'.flaxsee27rainageimprovements-Baseline NahAP � aaseline Schedule Submittal f rr Com Pant "lFme'. Lortact Name Contact Phone 4"r Update Schedule Submittc frc-n'C.omparry dame' for *ork perfcm ied up to ]amary 31, 2009 Contact blame :ortactPhone <@ndc lyext> I Finish Cancel___I You will be placed into the Send Email Notification window. Select To and the Select Recipients window will appear with a list of Project Contacts. Select the Project Manager as the To Recipient and the Project Controls Group as the Copy Recipient. R r+M-i �oeumcne,c +F rr*rrr r.�rw +�r4Urr+kti•n !la) IF SuI,JaGII ,40nA1Md' 4-1 crnJ—. Wh)1 . Plexaeetl G. r. - h Y^f Blf{ _�.J.S�xer�•__� F ._�� =�Sss� J.is�i,�:l_TiFy? Tray St... T.. S.C—. N.,.. FW„ ..' Ya . Y... TT.. CF.. 212... —:. .. lb. T... CJ"., Wk. . V..Mom- .. . "W.,. Y... K-. 3l�... K.. IV . Wedc ... •Y. F.. NO. rve.. warwr•-, w... C... Cr... n)z.. tx... z sna sv,� wa-Bar... w� a,.. ... ern 1v... e.,, crl.. G... Am... Nc... T .., Cc --� i Prmect Canmols Team ]... CF.— _ '/vatly ., Y... F... z.d, F. Z.. F. NJ.. N. CI rased+'.. M... Ne.. AWre ... A... N N... CN... 1 =1usW SixF Fred Gr.- -�"Ler Sau� Mau '01-'... -.. S.,, GN- !/T.. er Neap F.V 0 M4rnbe! 1rr/Mlrielgll... p{ J Cancel H c- Y _ _._ Select the Paste Comment button to copy the Comment into the body of the email Select Finish. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised DULY 20, 2018 P:lprojects103181047-M2-0 Wrk Prod12-3 SPECSTINAL1Divisian 00100 32 15.4_Constntction Project ScheduleSubmittal Process.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE— SUBMITTAL PROCESS Page 6 of 7 c I 1D Uvd Amid is vdin F>m*N vr*bn a mi:4i'u Omni of IFe newts nes. Trio t" h coKww SelectDonlments 1 eyx cula�.e�f +� *n,d_ Comment �' I A r 4 111 #Tend [mail •, 1 Fred Ft rt fin - c„ Project Controls Team llor: MOW! I00701�FlaxseedDra�nagehaprovern�lis�aseHne � � �.. nsti6ne5d*dJeSubm1tWfFonntomW4#1ome` — — :ontact name ContectPhurte of Update Schedule Submittal from'Comisany Name' for work performed up to 3mnuary31, 2009 r-s-ttactName i:arttact Ploae [.bi.h I hlSlt I :wtid I _. Ne4r J The schedule file is uploaded to the directory. An email is sent to the City's Project Manager and Project Control Specialist. il- - mi r,:�_ jyFadxolag,lr -I q F_� Irl rlll-RdYSCEU �Ivrpr l+prras J 6dFoms :r.'J h7dResvoree; tk t I Camultant9 [J Contractor n Canespondmce ru C_d General Contract Dlwsreots and Sped L9 ProyasY— IF _ LI RealPrdPerN Siher►i y 00701-FraaseedOrahlagefmprovem � �j Sdtesufs Sndticstk u Mikes u' 00705 - Urban Wam Central CWsicr Six F 1� 00705 -Urban Y1lages Central CULiv Sw R 00705-Urban WuAsSEChester BenY;;L fia �j 00706 -Urban Yd%M SE Cster Nee- Ea. [� 00730-SaritarY Sewer Rehab ContractUX &1, 00755 • Mesglete Rd 2004 CIP Year l on E�lb 0076S• Dills Read -aryantlry to(k.nb, 1Q UPI 00778 -lebow Ch" -.1- 1 fir. I -ye. t Vat ' :Srai 91mlem'A :.adad%. 1a,3a4 Mi 19E)uil... 4kflj 11di IC AvNe Plan... 74,250 Xek He 1,Sf"9 Alt Upload the PDF file using the same guideline. END OF SECTION CITY OF FORT WORT14 Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised JULY 20, 2018 F:lpmjmts103181047-] 912-0 Wrk Prod12-3 SPECS% NAL1Divisian 00100 32 15.4_Construerom Project Schedule_Subminal Pr ms.doc 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 20I8 M. Jarrell Initial Issue CITY OF FORT WORTH Meadow Lakes and Jenkm Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised JULY 20, 2018 Hprojects103181047-1952-0 Wrk PM&23 SACSTINALVASion 00100 32 15.4_Construction Project Schedule_ Submittal Pmms.doc z 0035 13 BID FORM Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT Each bidder, offeror, or respondent (hereinafter also referred to as "you") to a City of Fort Worth (also referred to as "City") procurement are required to complete Conflict of Interest Questionnaire (the attached CIQ Form) and Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) below pursuant to state law. This affidavit will certify that the Bidder has on file with the City Secretary the required documentation and is eligible to bid on City Work. The referenced forms may also be downloaded from the website links provided below. hftp://www.eth:tcs. state. tx. usLf=s/CIQ. D.df hftp:/Avww.ethics.state.tx.us/forms/`CIS.12df ❑ CIQ Form is on file with City Secretary 0 CIQ Form is being provided to the City Secretary ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary Et31ill 17� Mountain Cascade of Texas, LLC By: Andrew L. McCulloch 11729 East FM 917 Signature: Alvarado, TX 76009 Title: Vice President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120327 Addendum 4 Bid Proposal.As CONFLICT OF INTEREST QUESTIONNAIRE FOHM GRA For vendor cluing business with local governmental entity This questionnaire reflects changes made to the law by H.B. 23, 84th Leg., Regular Session. OFFICEUSEONLY This questionnaire is being filed in accordance with Chapter 176, Local Government Code, by a vendor who Date Received has a business relationship as defined by Section 176,001(1-a) with a local governmental entity and the vendor meets requirements under Section 176.006(a). By law this questionnaire must be filed with the records administrator of the local governmental entity not later than the 71h business day after the date the vendor becomes aware of facts that require the statement to be filed. See Section 176.006(a-1), Local Government Code. A vendor commits an offense if the vendor knowingly violates Section 176.006, Local Government Code. An offense under this section is a misdemeanor. t Name of vendor who has a business relationship with local governmental entity. 2 Check this box if you are filing an update to a previously filed questionnaire. (The law requires that you file an updated completed questionnaire with the appropriate filing authority not later than the 7th business day after the date on which you became aware that the originally filed questionnaire was incomplete or inaccurate.) 3 Name of local government officer about whom the information is being disclosed. Name of Officer Aj Describe each employment or other business relationship with the local government officer, or a family member of the officer, as described by Section 176.003(a)(2)(A). Also describe any family relationship with the local government officer. Complete subparts A and 8 for each employment or business relationship described. Attach additional pages to this Form CIO as necessary. A. is the local government officer or a family member of the officer receiving or likely to receive taxable income, other than investment income, from the vendor? Yes 1:1 No B. Is the vendor receiving or likely to receive taxable income, other than investment income, from or at the direction of the local government officer or a family member of the officer AND the taxable income is not received from the local governmental entity? Yes F-1 No Describe each employment or business relationship that the vendor named in Section 1 maintains with a corporation or other business entity with respect to which the local government officer serves as an officer or director, or holds an ownership interest of one percent or more. 6 Check this box if the vendor has given the focal government officer or a family member of the officer one or more gifts as described in Section 176.003(a)(2)(B), excluding gifts described in Section 176.003(a-1). 7 E Signature of dor doing business with the governmental entity 17 to Form provided by Texas Ethics Commission www.ethics.state.tx.us Revised 11/30/2015 SECTION 00 4100 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 0041 00 BID FORM Page 1 of 3 FOR: Meadow Lakes Lift Station Sanitary Sewer Force Main, and Jenkin Heights Lift Station Decommissioning. City Project No.: 1828 Units/Sections: Unit 1: Sanitary sewer force main along Roxanne Way and Shadydell Road. Unit 2: Sanitary sewer gravity line from Jenkin Heights Lift Station to Meadow Lakes Lift Station and Lift Station Decommissioning Unit 3: NIA Unit 4: NIA 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Addendum 4 Bid ProposalAs 0041 00 BID FORM Page 2 of 3 d_ "coercive practice" means harming or threatening to harm, directly or indirectly, persons or their property to influence their participation in the bidding process or affect the execution of the Contract. 3. IPredualification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Furnish and installation of sanitary sewer force main. b. Furnish and installation of sanitary sewer gravity line. c. Decommission of existing waste water lift station. d. N/A 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 365 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work {and/or achievement of Milestones} within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached. to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Addendum 4 Bid Proposal.xls k F 00 41 00 BID FORM Page 3 of 3 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Evaluation of Alternate Bid Items <use this if applicable, otherwise deletes Total Base Bid <use this if applicable, otherwise delete #REF! Alternate Bid <use this if applicable, otherwise delete> #REF! Deductive Alternate<use this if applicable, otherwise #REF! Additive Alternate <use this if applicable, otherwise #REF! Total Bid #REF! i e7:�r. tX7 7. Bid Submittal This Bid is submitted on February 7, 2019 by the entity named below. Respectfully submitte 16 By: 14 61 {signature} Andrew L. McCulloch (Printed Name) Title: Vice President Company: Mountain Cascade of Texas, LLC Address: 11729 East FM 917 Alvarado, TX 76009 State of Incorporation: Texas Email: 6M cC u l l o Gh A m ou .ira l r�;.ascade.c"' 1 Phone: 817-783-3094 END OF SECTION Receipt is acknowledged of the Initial following Addenda: Addendum No. 1: Addendum No. 2: Addendum No. 3: d- Addendum No. 4: -.e& Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Addendum 4 Bid Proposal.As 93 PR9MSM; fon - 6idsist3tenr t3a _ _ er ""pyre" sperfrteatioc. secOemwa anti measure ald 4umft UNIT (SMiTARTSfWff4GAR-MA" ' 3931 3333-;e 4 420 $ ass 4 33@5 ]i©5-35" Cis«s •-Bt1r. 33B5-3i? kf 365 `J 5 312541103-SWFPP *73 00 a i g li 3385-al0 --Ff neh-Sa 3i-" kF 6W 5• 2v Hno Gwaft 024i M Ef 325 0 - --.yn[ Pvtnt Rep*i� Flesidempal lFull Panel) SF 1 65% 'J 9 R n :: 3201 kf 4500 $ #0 3-arpa.sperm r-AWbit 7rcacil-Rep-ir-M tf 45w $ 3} 921601CIO"Cvntfvib-andGViter- 32 if, kf 78 i3 ckW'- 3382-78 Ci 400 } 47 03-39-89 £-Y 401 !r 14 3M.DMISectlim, Oiomkmw 32-92--13 a 46-45 35 33 33-0$12 1 fh 9 ¢ 46 t he -eve'. al4o-w fR 3 $ 47 33#8:930333'=J6-Tice Ref—vai A-Im EA 3 �r 4850014W&nhale PA 2 5' i9 03@I-:21=ffd"-i2"-Pin 02-ii i H1 3 5 20 333i'Ziba V-5rwrrfslrRdease-YaWe &..Vaal! 33-35-26 £R 2 9 21 91rJ9-9@ FA 6 2-2 9945990"�;. �rviEe-itepair rW 9 EA 3$9 ` 99990693-9dBrEenNeFllRH 9999--0$ .6 42 2235 I§r -26 33-03-3i f 11 fr -2? 33023i sm 3- -29 339#3} 4 2M $ 30 9999.0009 Eons rttalm-syrowy74 i3 IS a 3a 9939AU0}-�pnmacVtanSf>Y Ok 94 28 Is I g 3i 9999;0&& .Rlpl -mn a i f s3 _dwall at Mall_" 19 026, ___ _ and __I_ee 09-0-0 _ NALAPh,-goid "' `�29 f 0 is •N ch XV u W N 14 T-ITI Hill, I I H 1,11 H711 i -RITH11,1111HI! . . . . . ... . . ipLRP, W �!9l11PI16M1 # aia' �riGln 2 _ ppgi p rRpe 4 72=.V=7p'-;ae4K-L WISe. ; _i i�Ai�PWp�a.+r►� . s agpzl r raafty - R ke •alp —1 n 4NIl P.md4 44 OVA S xm11&Ii�pfi��i;1a4A II _ 6# �j0#+Q¢8�1y_Yp�M�Lh'A'Ib�Fep�gy9�4T��#eSldeMlel m 712r,-F: Alp #F — 94 i. 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SY199 ss i i �O,m40_. 5L= uy 99 98 LS L- a19 99 99 LS l -S tsm *s 1 4 9!9 §4 LS j fyd9Q b 790 94"59 IS 1 A4+ilC�i.04 ?+X.O[til S116TpUIL1Ji u11 # 1,379,594 'r*tAkOWfUnMI-DOJ11 S mD or i+vT7aht J I,LTE ASS IIII, Mpt 1Y" - ]Lw$ L IinjgW4 akid mumdL /r Ul"Adliup&m A Ljld N.M.l Al Tht`tits EN F A11lt-1 City Project No.: 01829 SECTION 00 43 43 BID BOND KNOW ALL BY THESE PRESENTS: 00 43 1.3 BID BOND Page S of 10 That°we, (Bidder Name) Mountain Cascade of Texas LLC hereinafter called the Principal, and (Surety Name) Liberty Mutual Insurance Company a corporation or firm duly au€horized to transact surety business in the Slate of Texas, hereinafter called the Surety, are held and firmly bound unto the City, hereinafter called the Obligee, in the sure of Five Percent (5%) of the Bid Amount and No/100 Dollars ($-------5°/Q--- --- ), the payment of which sum will be well and truly made and the said Principal .and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly :and severally, firm by these.presents. WHEREAS, the Principal has submitted .a proposal to perform work for the following project of the Obligee, identified as Meadow Lakes Lift Station Sanitary ewer Force Main, and Jenkin Heights Liff Station NOW, THEREFORE, if the Obligee shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the .Obligee in accordance with the terries of such proposal, then this :bond shall be null and void. If the Principal fails to execute such Contract in accordance with the terms of such .proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal or fails to satisfy all requirements and conditions required for the execution of the Contract in accordance with the proposal, this bond shall become the property of the Obligee, without recourse of the Principal and/or Surety, not to exceed the penalty :hereof, and shall be used to compensate Obligee for the difference between .Principal's Total Bid Amount and the next selected Bidder's Total Bid Amount. SIGNED this 17th day of January 2019 204-& BY: Mountain Cascade f Texas LLC (Signature an Title of Principal) 13Y., Liberty Mutuh[nsupp6q Company S. Nicol'e Evans, Attorir'ey i F ct (Signature of Attorney -of -tract) Attach Power of Attorney (Surety) for Attorney -in -Fact Impressed Surety Seal Only END OF SECTION CITY of FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 00 41 0.0_00 43 13_00 42 43_00 43 37_00 4612_00 36 13_Bid Proposal Workbook 9 JBICKHOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document_ State of California County of San Francisco } On JAWA C 17 1 W i' before me, Carolyne Sue Emery, Notary Public (insert name and title of the officer) personally appeared S. Nicole Evans -------__---------------__-__ who proved to me on the basis of satisfactory evidence to be the person(_q) whose name(n) isi TEx subscribed to the within instrument and acknowledged to me thattwshetsmy executed the same in Wher/authorized capacity, and that by PWher/ *signature($) on the instrument the person(), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) J CAROLYNE SU£ EMERY ! : Notary Public - Caliromia Safi Francisco County A Commission # 2187752 My Comm. Expires Mar 23, 2p21 THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON FLED BACKGROUND. This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Certificate No. 8190739 Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS; That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American insurance Company.is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies'), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Carolyrie Emery; S. Nicole Evalisz Fiances M. Murtslly, BradlefV: Wrh all of the city of San Francisco , state of Ga- each nd tridually if there be moraihaii one named, its true; -lawful attorney iii fast. to make, execute, seal; acknowledge and deliver, for and on its behalf as surety and astis act Anil=deed,--ally afld all undertakings bonds-recognlzaiices andother�urety obligatiorrs1. ,16-lyrsuance of these presents and shall be as binding upon the Companies as If they (rave been duly signed kiyfhe president and aftesFod by the ss eteiary of the GoiCipanies in their own proper persons. IN WITNESS WHEREOF, this Power of Aftomq has been subscriber} by an .authorized "off�i er uroffrclal of the.:Companies and the carporate:septs of the Companies have been affixed thereto this 28th dayof August Y-o18 :1.4S(J 5U ,r - - vP,>;€,: = The Ohio Casualty Insurance Company o Isis s 1912 ' 1y9t s Liberty Mutual lrisuranceCompany WestAlnerican Insurance Company By: STATE OF PENNSYLVANIA ss David M. Carey�Assistant Secretary COUNTY OF1MONTGOMERY WOnthis 28th day of August 2018 , before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual insurance di Company, The Ohio Casualty Company, and West American insurance Company, and that be, as such, being authorized so to do_, execute the foregoing instrument for the purposes y, therein contained by signing on behalf of the corporations by himself as a duly authorized Officer. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written./. PASp COMMONWEALTHOF PENNSYLVANIA�GM .� tFFf i� Q�kac F�{�� tiotaral.Sea! Torso Pastefla, Notary Public By. � 9, OF Upper ivlesionTwp., Montgomery county Teresa Pastella, Notary Public pj Fay Commission ExpiresMarch28.2021 o h4 YLVP A ember. PsnnsyNania'Issociation nlNok.ries 4_1ny aThis rower of Attorney is made and executed pursuant to and by authority of the following By-laws and Aulhoiizations of The Ohio Casually Insurance Company, Liberty Mutual uF , Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows:' ARTICLE IV— OFFICERS — Section 12. Power of Attorney. -Any officer or other oi€icial of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject 0 r to such limitation as the Chairman or the President may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, - 41 0 ,� acknowledge and deliver as surety any and all undertakings,. bands, recognizances and other surely obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporali on. When so executed, such instruments shall be as binding as if signed by the.President and attested to by the Secretary. Any pourer or authority granted to any representative or attorney -in -tact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or'authority. ARTICLE Xllf— Execution of Contracts — SECTION 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president,. t ID and subject to such limitations as the chairman or the president may prescribe, shall appoint such attumeys-in-fact,_ as maybe necessary to act in behalf of the Company to make,.execute, -E c O Z _ seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such:attorneys-in-fact subject to the limitations set forth in. theif- c respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so 0 executed such instruments shall be as if signed bylfrepresident and attestedby the secretary c Certificate of Designation — The Presidentpf the Company;-acliitg pursuant 9O iIt, BylaVus of -ka Company_auttaonres Clauirf M. Careyl�sstsfaCii Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf rsf:EhaCompany:ttt makef exl cafe, seal, acknowledge aiid deliver -as surety atiyand all underiakrrgs;_ bends, recognizances and other surety obligations. Authorization — Byunanimous consent of the Companys-Board of Dtreetors, the Company cons nts1ha€ faiislhlile or meehanicallyrepreduced sigr lure of any assistant secretary of -the _- Company; vuherever appearing upon a certEtt'd copy Qfatiy power ofi aitofney issued by the COmpan' in congestion with surety bonds, shall beva_ff&and binding upon the Company with the same force and effect as though nianualfyaffxed . i .1, Renee C. Llewellyn, the -undersigned, AsslstantiSesre#ary, The 05i&-.Cr stally Insurance':.Comgany, Libedy l btual Insurarioe.,Gornpany and:UYest American Insurance Company do hereby certify tdiat the. original power of attomey of Nhlch_the- foregoing is_a lull true and oirecflcopy of the_Pnwei of Attorne"y executed=by said: Companies, is in full force and effect and has not been revoked: = IN TESTIMONY tNHEfiEOF, Fhave.hereunto set my hand and affixed the -seals of said Companies this dayof � � � 20 . - - tifC3F �'ytNStr� ytN5uR. _ - - { p r9€a r 1 1Z r 1997 -- o Renee C. Llewettgti Assistant Secretary_ 161 of 00 - LNIS 12873 022017 - - - - Q 'be t Important Hooke TO OBTAIN INFORMATION OR TO MAKE A COMPLAINT: You may write to Liberty Mutual Surety at: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: httr)://www.tdi.state_tx.us E-mail: ConsumerProtection(@tdi.state.tx.us Premium or Claim Disputes Should you have a dispute concerning a premium, you should contact the agent first. If you have a dispute concerning a claim, you should contact the company first. if the dispute is not resolved, you may contact the Texas Department of Insurance. Attach This Notice To Your Policy: This notice is for information only and does not become a part or condition of the attached document. LMIC-3500 Page 102 Rev. 7.1.07 NOTIFIGAsN IMPOTNTE PARA OBTENER INFORMAGION O REALIZAR UNA QUEJA: Usted puede escribir la notificacion y dirigirla a Liberty Mutual Surety en la siguiente direccion: Liberty Mutual Surety Interchange Corporate Center 450 Plymouth Road, Suite 400 Plymouth Meeting, PA 19462-8284 Usted puede contactar al Departamento de Seguros de Texas para obtener informacion acerca de las companias, coberturas, derechos o quejas: 1-800-252-3439 Usted puede escribir at Departamento de Seguros de Texas a [a siguiente direcci6n: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: httr)://www.tdi.state_tx.us E-mail: ConsumerProtection(a)tdi.state.tx.us Disputas acerca de primal o reclamos En caso de que usted quiera elevar una disputa concemiente al tema de primas, por favor contacte en primer lugar a su agente. Si el tema de la disputa es relativo a un reciamo, por favor contacte a la compahla de seguros en primer termino. Si usted considers que la disputa no es apropiadamente resuelta en estas instancias, entonces usted puede contactar al Departamento de Seguros de Texas.. Adjunte esta notificacion a su poliza: Esta notificacion es a los solos fines de su informacion y la misma no forma parte o condiciona de manera alguna el documento adjunto. LMIC-3500 Page 2 of 2 Rev. 7.1.07 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 9 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of , our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. PI Mountain Cascade of Texas, LLC 11729 East FM 917 Alvarado, TX 76009 END OF SECTION By: Andrew L. McCulloch _ r r' (Signature) 4-- Title: Vice President Date: Z 7114 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Addendum 4 Sid Proposal.As 00 45 11 - 1 BIDDERS PREQUALIFICATIONS Page 1 of 3 SECTION 00 45 11 BIDDERS PREQUALIFICATIONS 4 1. Summary. All contractors are required to be prequalified by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13, Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based one a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects. In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application, the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation, Articles of Organization, Certificate of Formation, LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxnermit/ and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun & Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration. CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 P:Sprojects103181047-1952-0 Wrk Pmd12-3 SPECSTINALMivision 00100 45 1 I_Didders Prequafifieations.doc 00 45 11 - 2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory, the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. , 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review lids been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting fim's opinion. 17 It should: (1) express an unqualified opinion, or (2) express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 liabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "NIA" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July I, 201I Faprcjeds1031M047-1912-0 Wrk Prod12-3 SPECSIFINAL1DMsion 00100 45 11_Bidders Prequalifications.doc 004511 -3 BIDDERS PREQUAIJ'ICATIONS Page 3 of 3 1 c. The City will issue a letter as to the status of the prequaliiication approval. 2 d. If a contractor has a valid prequalification letter, the contractor will be eligible to bid 3 the prequalified work types until the expiration date stated in the letter. 4 N 9 END OF SECTION 10 CITY OF FORT WORTH Meadow Ickes and Jenkin heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 RSpmjcctsW3181047-19Q-0 Wrk Prod52-3 SPECSWINAUDivision 00100 45 11_13iddcrs Pmquali(rcalionsAm n 00 45 12 BID FORM Page 9 of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Furnish and installation of sanitary sewer force main. Furnish and installation of sanitary sewer gravity line. #REF! Decommission of existing waste water lift station. Contractor/Subcontractor Company Name Mountain Cascade of Texas, LLC Mountain Cascade of Texas, LLC Wheco Controls Prequalification Expiration Date 1 /31 /2020 1/31 /2020 4/30/2019 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Mountain Cascade of Texas., LLC 11729 East FM 917 Alvarado, TX 76009 END OF SECTION By: A rew .McCulloch (Signature) Title: Vice President Date: I �/J.,I t CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Addendum 4 Bid Proposal.As 0 FoRTWORTH SECTION 00 45 13 BIDDER PREQUALIFICATION APPLICATION Date of Balance Sheet Name under which you wish to qualify Post Office Box Street Address (required) Telephone Mark only one: City City Fax Individual Limited Partnership General Partnership Corporation Limited Liability Company State State Email Texas Taxpayer Identification No. Zip Code Zip Code k Federal Employers Identification No. DUNS No. (if applicable) MAIL THIS QUESTIONAIRE ALONG WITH FINANCIAL STATEMENTS TO: CITY OF FORT WORTH TEXAS 1000 THROCKMORTON STREET FORT WORTH, TEXAS 76102-6311 AND MARK THE ENVELOPE: `BIDDER PREQUALIFICATION APPLICATION" CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 P: projects%03185047-I9U-0 Wyk ProdV -3 SPECSTINALIVivision 00100 45 13_Biddecs P"ualification Application.dm 0045 13 - 2 BIDDER PREQUALIFICATION APPLICATION Page 2 of 8 BUSINESS CLASSIFICATION The following should be completed in order that we may properly classify your firm: (Check the block(s) which are applicable — Block 3 is to be left blank if Block 1 and/or Block 2 is checked) 17 Has fewer than 100 employees and/or Has less than $6,000,000.00 in annual gross receipts OR Does not meet the criteria for being designated a small business as provided in Section 2006,001 of the Texas Government Code. The classification of your firm as a small or large business is not a factor in determining eligibility to become prequalified. MAJOR WORK CATEGORIES Water Department _ Augur Boring - 24-inch diameter casing and less X Augur Boring - Greater than 24-inch diameter casing and greater X Tunneling — 36-Inches — 60 —inches, and 350 LF or less Tunneling - 36-Inches — 60 —inches, and greater than 350 LF Tunneling — 66" and greater, 3 50 LF and greater Tunneling — 66" and greater, 3 50 LF or Less _ Cathodic Protection Water Distribution, Development, 8-inch diameter and smaller Water Distribution, Urban and Renewal, 8-inch diameter and smaller Water Distribution, Development, 12-inch diameter and smaller Water Distribution, Urban and Renewal, 12-inch diameter and smaller Water Transmission, Development, 24-inches and smaller Water Transmission, Urban/Renewal, 24-inches and smaller Water Transmission, Development, 42-inches and smaller Water Transmission, Urban/Renewal, 42-inches and smaller Water Transmission, Development, All Sizes Water Transmission, Urban/Renewal, All Sizes X Sewer Bypass Pumping, 18-inches and smaller Sewer Bypass Pumping, 18-inches — 36-inches Sewer Bypass Pumping 42-inches and larger _ CCTV, 8-inches and smaller _ CCTV, 12-inches and smaller _ CCTV, 18-inches and smaller _ CCTV, 24-inches and smaller _ CCTV, 42-inches and smaller CCTV, 48-inches and smaller CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvememts STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Faprojects\03181047-19\2-0 Wrk ProdQ-3 SPECSTINAUDMsion 00\00 45 13_Biddu Prequalifrcation Application.doe 0045 13 - 3 BIDDER PREQUALIFICATION APPLICATION Page 3 of 8 MAJOR WORK CATEGORIES, CONTINUED _ Sewer CIPP, 12-inches and smaller _ Sewer CIPP, 24-inches and smaller Sewer CIPP, 42-inches and smaller Sewer CIPP, All Sizes Sewer Collection System, Development, 8-inches and smaller X Sewer Collection System, Urban/Renewal, 8-inches and smaller _ Sewer Collection System, Development, 12-inches and smaller Sewer Collection System, Urban/Renewal, 12-inches and smaller Sewer Interceptors, Development, 24-inches and smaller Sewer Interceptors, Urban/Renewal, 24-inches and smaller Sewer Interceptors, Development, 42-inches and smaller _ Sewer Interceptors, Urban/Renewal, 42-inches and smaller _ Sewer Interceptors, Development, 48-inches and smaller Sewer Interceptors, Urban/Renewal, 48-inches and smaller _ Sewer Pipe Enlargement 12-inches and smaller _ Sewer Pipe Enlargement 24-inches and smaller _ Sewer Pipe Enlargement, All Sizes _ Sewer Cleaning, 24-inches and smaller _ Sewer Cleaning, 42-inches and smaller _ Sewer Cleaning, All Sizes Sewer Cleaning, 8-inches and smaller L _ Sewer Cleaning, 12-inches and smaller _ Sewer Siphons 12-inches or less _ Sewer Siphons 24-inches or less _ Sewer Siphons 42-inches or less Sewer Siphons All Sizes Transportation Public Works _ Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) Asphalt Paving Construction/Reconstruction (15,000 square yards and GREATER) Asphalt Paving Heavy Maintenance (UNDER $1,000,000) _ Asphalt Paving Heavy Maintenance ($1,000,000 and OVER) _ Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) _ Concrete Paving Construction/Reconstruction (15,000 square yards and GREATER) Roadway and Pedestrian Lighting CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojects103181047-19Q-0 Wyk Prod52-3 SPECSWINAMDivision 0010045 13_Hidders Prequalification Appfi ation.doc 0045 13 - 4 BIDDER PREQUALIFICATION APPLICATION Page 4 of 8 1. List equipment you do not own but which is available by renting DESCRIPTION OF EQUIPMENT NAME AND DETAILED ADDRESS OF OWNER 2. How many years has your organization been in business as a general contractor under your present name? List previous business names: 3. How many years of experience in construction work has your organization had: (a) As a General Contractor: (b) As a Sub -Contractor: 4. *What projects has your organization completed in Texas and elsewhere? CLASS '� LOCATION NAME AND DETAILED CONTRACT OF DATE CITY -COUNTY- ADDRESS OF OFFICIAL TO AMOUNT WORK COMPLETED STATE WHOM YOU REFER *If requalifying only show work performed since last statement. 5.I1ave you ever failed to complete any work awarded to you? If so, where and why? b.Has any officer or owner of your organization ever been an officer of another organization that failed to complete a contract? If so, state the name of the individual, other organization and reason. 7.Has any officer or owner of your organization ever failed to complete a contract executed in his/her name? CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Mproje N\03 iM047-1912-0 Wek Prodi2-3 SPECSTWALgAvision 00100 45 136iddm Prequalification ApplicationAac 0045 13 - 5 BIDDER PREQUALIFICATION APPLICATION Page 5 of 8 If so, state the name of the individual, name of owner and reason. 8. In what other Iines of business are you financially interested? 9. Have you ever performed any work for the City? If so, when and to whom do you refer? 10. State names and detailed addresses of all producers from whom you have purchased principal materials during the last three years. NAME OF FIRM OR COMPANY DETAILED ADDRESS 11. Give the names of any affiliates or relatives currently debarred by the City. Indicate your relationship to this person or firm. 12. What is the construction experience of the principal individuals in your organization? PRESENT MAGNITUDE POSITION OR YEARS OF AND TYPE OF INWHAT NAME OFFICE EXPERIENCE WORK CAPACITY 13. If any owner, officer, director, or stockholder of your firm is an employee of the City, or shares the same household with a City employee, please list the name of the City employee and the relationship. In addition, list any City employee who is the spouse, child, or parent of an owner, officer, stockholder, or director who does not live in the same household but who receives care and assistance from that person CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 P:Sproject031M047-19V-0WrkProd12-3SPECSTINALU]ivision001004513_Hiddc� PrequalificationApplication.doc 004513-6 BIDDER PREQUALIFICATION APPLICATION Page 6 of 8 as a direct result of a documented medical condition. This includes foster children or those related by adoption or marriage. CORPORATION BLOCK PARTNERSHIP BLOCK If a corporation: If a partnership: Date of Incorporation State of Organization Charter/File No. Date of organization President Is partnership general, limited, or registered limited liability partnership? Vice Presidents File No. (if Limited Partnership) General Partners/Officers Secretary Limited Partners (if applicable) Treasurer LIMITED LIABILITY COMPANY BLOCK If a corporation: State of Incorporation Date of organization File No. Officers or Managers (with titles, if any) Individuals authorized to sign for Partnership Except for limited partners, the individuals listed in the blocks above are presumed to have full signature authority for your firm unless otherwise advised. Should you wish to grant signature authority for additional individuals, please attach a certified copy of the corporate resolution, corporate minutes, partnership agreement, power of attorney or other legal documentation which grants this authority. CITY OF FORT WORTH Meadow Lakes and )enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Fipn jj ts503IW47-1912-0 Wrk Prod12-3 SPECSIFINAL\Divisieu 00100 45 13_13idders Prequalifreation Application.doc 0045 13-7 BIDDER PREQUALIFICATION APPLICATION Page 7 of 8 14. Equipment $ TOTAL BALANCE SHEET ITEM QUANTITY ITEM DESCRIPTION VALUE 1 2 3 II 4 ! 5 I 6 I 7 S 9 i 10 11 I 12 13 14 15 I+ 16 I 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Various - TOTAL Similar types of equipment may be lumped together. If your firm has more than 30 types of equipment, you may show these 30 types and show the remainder as "various". The City, by allowing you to show only 30 types of equipment, reserves the right to request a complete, detailed list of all your equipment. The equipment list is a representation of equipment under the control of the firm and which is related to the type of work for which the firm is seeking qualification. In the description include, the manufacturer, model, and general common description of each. CITY OF FORT WORTH Meadow Lakes and.Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojec1s503l8k047-19\2-0 Wyk ProdU-3 SPECSTENADDi6sion 00\0045 13 Bidders Prequalitication Application.doc 004513-8 BIDDER PREQUALIFICATION APPLICATION Page 8 of 8 BIDDER PREQUALIFICATION AFFIDAVIT STATE OF COUNTY OF The undersigned hereby declares that the foregoing is a true statement of the financial condition of the entity herein first named, as of the date herein first given; that this statement is for the express purpose of inducing the party to whom it is submitted to award the submitter a contract; and that the accountant who prepared the balance sheet accompanying this report as well as any depository, vendor or any other agency herein named is hereby authorized to supply each party with any information, while this statement is in force, necessary to verify said statement. , being duly sworn, deposes and says that he/she is the of , the entity described in and which executed the foregoing statement that he/she is familiar with the books of the said entity showing its financial condition; that the foregoing financial statement taken from the books of the said entity as of the date thereof and that the answers to the questions of the foregoing Bidder Prequalification Application are correct and true as of the date of this affidavit. Firm Name: Signature: Sworn to before me this day of Notary Public Notary Public must not be an officer, director, or stockholder or relative thereof. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:\projeds\031=47-19\2-0 Wrk Prod12-3 SPECSTINAL\Division COW 45 13_Bidders Pregnalifi atian Application.doe 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page I of I 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 01829 Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 HC71A1'lYLU-) CUzCCtPU U-�H A0 By: M i C�lCtCA FEL 4t,�— 12 Company c.- (i'1 e Print) 13 14 `1ZC1 1�O0+ F-7W 1 q 1-7 Signature: 15 Address 16 1 17 �'O C� �" Title: Y-� S 1 C Q 1'1 + 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 BEFORE ME, tl�ndersiae authority, on this day personally appeared mr 26 , NaB�,�� u A_p r , known tome to be the person whose name is 27 subscribed to the foregoing itn_stru ,nt, and ackno ed ed to me that he/she executed the same as 28 the act and deed o ur L`1iGctivC7',fCpAi for the purposes and 29 consideration therein expressed and in the capacity therein stated. 30 31 GIVEN ER MY HAND AN P SEAL OF OFFICE this'(_y of 32 �YLCC� , 20 33 34 35 4A,� 36 No ry c in and for the State of Texas 37 �--WANDA SUE JARRELL 38 END OF SECTION � Ncthry Public, State of texas f Dorhm. Explres 08-29-2020 39 ..NoMV 10 11062407 a CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F.Nprolec1s503181047-1%2.0 Wrk Pro&2-3 SPEMF1NALU)hdsioPi 00100 45 26 Contwor CompGaoeemith workers Compensation Law.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 ?4 25 26 27 28 29 30 31 32 33 34 35 004540-1 Minority Business Enterprise Specifications Page 1 of 2 SECTION 00 45 40 Minority Business Enterprise Specifications APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 14% of the total bid value of the contract (Base bid applies to Parks and Community Services). Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REOUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. he Ol eror shall clivvi, the 10E (10kL11-ne ation in:-jst1*r�llc �ii11)e, I,ra,r,t, V!jln'Lr TC oi' IIit, 1;ti1-ti:1) aiinL:,, divisi(-1D and btain A dw# Aiwt! rcccepk. Skidi rr-uvipr zdH I he. evidel3L-e 11121 tllt C'2ty- rr,:4_ciVk:J Iht L111(:L1TT1t:nW.'i0t1 ill.�1�r ime.Rllocated. A foxed a1Ldlor cmuilod ecPpy WI[I not be itcccptod. 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor Utilization Form, if participation is less than stated goal: 3. Good Faith Effort and Subcontractor Utilization Form, if no MBE participation: 4. Prime Contractor Waiver Form, if you will perform all contracting/supplier work: received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. received no later than 2:00 p.m., on the second City business day after the bid opening date, exclusive of the bid opening date. 9CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised June 9, 2015 FAprojects103181047-1952-0 Wrk Pmdr2-3 SPECSTINAUDivision 00500 45 40_Minority Business Enterprise Goal.doc 004540-2 Minority Business Enterprise Specifications Page 2 of 2 1 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. 2 I FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE 3 WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR 5 BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR 6 PERIOD WELL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. 7 Any Questions, Please Contact The M/WBE Office at (817) 212-2674. 8 END OF SECTION 10 11 9CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S City Project No. 01929 Revised June 9, 2015 F:lprojm1s103I S1047-19\2-0 Wrk Prod12-3 SPECSTINAODivision =00 45 40_Minority Business Enterprise GoAdoe 005243-1 Agreement Page 1 of 5 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on N/1 Cr /1t is made by and between the City of Forth 4 Worth, a Texas home rule municipality, acting �y and througA its duly authorized City Manager, 5 ("City"), and uti Ca,�CaoU- , ..�. . 6 authorized to do business in Texas, acting by and through its duly authorized representative, 7 ("Contractor"). 8 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 Meadow Lakes Lift Station Sanitary Sewer Force Main and Jenkins Heights Lift Station 17 Decommissioning 18 City Project No.: 01829 19 Article 3. CONTRACT PRICE 20 City agrees to pay Contractor for performance of the Work in accordance with the Contract 21 Documents an amount, in current funds, of Dollars 22 ($ - - . j. 23 Article 4. CONTRACT TIME 24 4.1 Final Acceptance. 25 The Work will be complete for Final Acceptance within 365 days after the date when the 26 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 27 plus any extension thereof allowed in accordance with Article 12 of the General 28 Conditions. 29 4.2 Liquidated Damages 30 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 31 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 32 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 33 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 34 the actual loss suffered by the City if the Work is not completed on time. Accordingly, 35 instead of requiring any such proof, Contractor agrees that as liquidated damages for 36 delay (but not as a penalty), Contractor shall pay City Six hundred Fifty Dollars 37 ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final 38 Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised 11.15.17 00 52 43 -2 Agreement Page 2 of 5 39 Article 5. CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 A. The Contract Documents which comprise the entire agreement between City and 42 Contractor concerning the Work consist of the following: 43 1. This Agreement. 44 2. Attachments to this Agreement: 45 a. Bid Form 46 1) Proposal Form 47 2) Vendor Compliance to State Law Non -Resident Bidder 48 3) Prequalification Statement 49 4) State and Federal documents (project specific) 50 b. Current Prevailing Wage Rate Table 51 e. Insurance ACORD Form(s) 52 d. Payment Bond 53 e. Performance Bond 54 f. Maintenance Bond 55 g. Power of Attorney for the Bonds 56 h. Worker's Compensation Affidavit 57 i. MBE and/or SBE Utilization Form 58 3. General Conditions. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project's Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued, become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance, 72 73 Article 6. INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 75 expense, the city, its officers, servants and employees, from and against any and all 76 claims arising out of, or alleged to arise out of, the work and services to be performed 77 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 78 under this contract. This indemnification Drovision is specifically intended to operate 79 and be effective even if it is alleged or proven that all or some of the damaees being 80 sought were caused, in whole or in Dart. by anv act. omission or neoi2ence of the city. 81 This indemnity provision is intended to include, without limitation, indemnity for 82 costs, expenses and legal fees incurred by the city in defending against such claims and 83 causes of actions. 84 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised 11.15.17 00 52 43 - 3 Agreement Page 3 of 5 85 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 86 the city, its officers, servants and employees, from and against any and all loss, damage 87 or destruction of property of the city, arising out of, or alleged to arise out of, the work 88 and services to be performed by the contractor, its officers, agents, employees, 89 subcontractors, licensees or invitees under this contract. This indemnification 90 provision is svecificallv intended to operate and be effective even if it is alleged or 91 proven that all or some of the damages being sought were caused. in whole or in_n_art, 92 by anv act, omission or negligence of the city. 93 94 Article 7. MISCELLANEOUS 95 7.1 Terms. 96 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 97 have the meanings indicated in the General Conditions, 98 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the 100 Contractor without the advanced express written consent of the City. 101 7.3 Successors and Assigns. 102 City and Contractor each binds itself, its partners, successors, assigns and legal 103 representatives to the other party hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents. 105 7.4 Severability. 106 .Any provision or part of the Contract Documents held to be unconstitutional, void or 107 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 108 remaining provisions shall continue to be valid and binding upon CITY and 109 CONTRACTOR. 110 7.5 Governing Law and Venue. 111 This Agreement, including all of the Contract Documents is performable in the State of 112 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 113 Northern District of Texas, Fort Worth Division. 114 7.6 Authority to Sign. 115 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 116 than the duly authorized signatory of the Contractor. 117 118 7.7 Prohibition On Contracts With Companies Boycotting Israel. 119 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 120 Code, the City is prohibited from entering into a contract with a company for goods or 121 services unless the contract contains a written verification from the company that it: (1) 122 does not boycott Israel; and (2) will not boycott Israel during the term of the contract. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised 11.15.17 00 52 43 - 4 Agreement Page 4 of 5 123 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 124 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 125 certifies that Contractor's signature provides written verification to the City that 126 Contractor: (I) does not boycott Israel; and (2) will not boycott Israel during the term of 127 the contract. 128 129 7.8 Immigration Nationality Act. 130 Contractor shall verify the identity and employment eligibility of its employees who 131 perform work under this Agreement, including completing the Employment Eligibility 132 Verification Form (I-9). Upon request by City, Contractor shall provide City with copies of 133 all I-9 forms and supporting eligibility documentation for each employee who performs 134 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 135 establish appropriate procedures and controls so that no services will be performed by any 136 Contractor employee who is not legally eligible to perform such services. 137 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 138 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 139 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 140 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 141 Contractor, shall have the right to immediately terminate this Agreement for violations of 142 this provision by Contractor. 143 144 7.9 No Third -Party Beneficiaries. 145 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 146 and there are no third -party beneficiaries. 147 148 7.10 No Cause of Action Against Engineer. 149 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 150 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 151 subcontractors, for any claim arising out of, in connection with, or resulting from the 152 engineering services performed. Only the City will be the beneficiary of any undertaking by 153 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 154 whether as on -site representatives or otherwise, do not make the Engineer or its personnel 155 in any way responsible for those duties that belong to the City and/or the City's construction 156 contractors or other entities, and do not relieve the construction contractors or any other 157 entity of their obligations, duties, and responsibilities, including, but not limited to, all 158 construction methods, means, techniques, sequences, and procedures necessary for 159 coordinating and completing all portions of the construction work in accordance with the 160 Contract Documents and any health or safety precautions required by such construction 161 work. The Engineer and its personnel have no authority to exercise any control over any 162 construction contractor or other entity or their employees in connection with their work or 163 any health or safety precautions. 164 165 SIGNATURE PAGE TO FOLLOW 166 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised 11,15.17 005243-5 Agreement Page 5 of 5 167 168 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be 169 effective as of the date subscribed by the City's designated Assistant City Manager ("Effective 170 Date"). 171 172 173 174 175 176 177 178 179 tra�t By: (Signature) �Ul i &Iw- (Printed Name) TitleP1' I" Address: 1�1ZG1 C-Gp-+-- Pb-- 1 7 City/State/Zip:YCAi'Ot�CI i '�) 2(D C1 -lu Co13 Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised 11.15.17 City of Fort rth By: Jesus J. &'ha a , }Assistant City Manager Date .1 —V) Attest: r\A N in ary J. a; se City S (Seal) M&C C �� Date: 3/1 a A Q ,-ar ?014—$i6L�S�j Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. /V Walter Norwood, P.E. Project Manager A pro XWg-las as to Form and Legality: . Black Assistant City Attorney APPROVAL RECOMMENDED: ot(-� / I (- DIRECTOR, Chris Harder, P.E. OFFICIAL RECORD MY SEC 'ARY Meadow Lakes and ]enkin Heigh Sa W t'yeAts City Proiw-No.01829 Bond No. 070208556 Issued in Duplicate 006113-1 PERFORNIANCE BOND Page 1 92 I SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALLY. BY THYSE PRESENTS: 6 COUNTY OF TA.RRAN'I' §. 7 That we; Mountain Cascade of Texas LLC , kn:own as S "Principal" herein and _ Liberty Mutual Insurance Company , a corporate 9 surety(sureties, if more than one) duly anthorized to do business in the State of Texas, known as 10 "Surety" horcin (whether one or more), are hold and firmly bound unto the City of Fort Worth, a 1.1 municipal corporation created pursuant to the laws of Texas, known as "City" herein, in the penal 12 Slyni Of, Three Million Nine Hundred Ninety Six Thousand Seventy Five and 001100 Dollars 13 ($ 3,996,075,00 ), lawful money of the United States, to be paid in Joni Worth, 14 'Tarrant County, Texas for the payment of which sum well and. truly to be made, we bind 15 ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 16 firmly by these presents. 17 'VVUEREAS, the Principal bas entered into a certain written contract with the City 18 awarded the _ day of , 20V�6 which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 20 labor and other accessories defined by law, hi the prosecution of the Work, including any Change 21 Orders, as provided for in said Contract designated as Meadow Lakin Sanitary Sewer Farce 22 Main, Jenkin 11eigltts Lift Station Decommissioning, City Project No.: 08129. 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfllly perform it obligations cinder the Contract and. shall in all respects duly and 25 faithfully perform the Work, including Change Carders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Csonixact that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in Bill force and effect. 29 PROVIDED FUR7'IIER, that .if any legal action be filed on this Bond, venue shall lie in 30 Tarrant County, Texas or the United States District Court .for the Northern District of Texas, Fort 31 Worth Division, Ci i'Y OF FORT WORT11 Meadow Lakes and Jeukin Heights Sanitary Sewer improvements S7A N11)ARD CONSTRUCTION SPFCJACA"f►OTi DOCUMENTS City Project No. 01829 RcAsed July 1, 2011 F;pro*is03ISW47-1912-0WA- Prad',2-3U d7061]3._3'e�titran.enccitan�Ldx 00C113-2 PEI2FoltMANC E BOND .Page 2 of 2 1 This bend is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be detezrained in 3 accordance with the provisions of said statue. 4 IN WITNESS WHERF,0 , the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on, this the. ��'L _ day of /41 6 201. 7 8 9 10 11 12 13 14 15 16 17 18 1.9 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 ATTEST [Principal) retary w Witnr ss as to FrincipA,) Witness as to Surety Bryan Caneschl, Witness PRINC AL: Mountain Cascade of Texas LLC 1)1 I Sig n . e Name and Title —1}- res �at y 1+ Address: 1172B East FM 917 Alvarado, TX 76009 SURETY: Liberty Mutual Insurance Company 13Y: Samuel E. Begun, Attorney -in -Fact Name and 'Title Address: 175 Berkeley Street Boston, MA 02116 Telephone Number: (617) 357-9500 *Note: if signed by an officer of the Surety Company, there must be on file a ceftified extract from the by-laws showing that this personhas authority to sign such obligation. if Surety's physical address is differcltt from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded, CITY OF FORT WORTH Meadow Lakes and Jenkiu Heights Sauitary Sewer Improvements STAINDARD CO 7STRI TION SPECIMCATION DOCUME;N17S City I'miect No. Ol S29 Revised July 1, FQ11 t:err+t�s5vaats�at-t�+�.ot�:sFr=�sz-�stusu�arrAi<<>y�vly�agao+�ust is rutoaRaucGpoAa.ao� NOTARY ACKNOWLEDGMENT OF SURETY: State of Connecticut County of Hartford ss. On this the 21st day of March , 2019 , before me, Danielle D. Johnson, the undersigned officer, personally appeared Samuel E. Begun , known to me (or satisfactorily proven) to be the person whose name is subscribed as Attorney -In -Pact for Liberty Mutual Insurance Company , and acknowledged that s/he executed the same as the act of his/her principal for the purposes therein contained. In witness whereof I hereunto set my hand. Signature of Notary Public Date Commission Expires: January 31, 2023 Danielle D. Johnson Printed Name of Notary DANIELLE D. JOHNSON NOT'ARYPURLIC - CT" 175556 PAY COMMISSIOREXFPRES JAN. 31, 2023 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. 7ILiberr tX Liberty Mutual Insurance Company 1'Y�u The Ohio Casualty Insurance Company Certificate No:819686"85949 West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the Slate of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the Slate of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Aim Anderson, Samuel E. Begun, Saylrham Chanthasone, Lorina Monique Garcia, Danielle D. Johnson, Michelle Anne McMahon, Aimee R. Perondine, Mercedes Phothirath, Jenny Rose Belen Phothirath, Noah William Pierce, Donna M. Planeta, Joshua Sanford, Bethany Stevenson, Eric Strba, Jynell Marie Whitehead all of the city of Hartford state of Connecticut each individually if there be more than one named, its true and lawful attorney -in -fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this l Sth day of September 2018 . Liberty Mutual Insurance Company P� INS& POSY INS&�p tNSIJ The Ohio Casualty Insurance Company ov 0 J y�, yJ `oRPor+ar 'L `VPGppP0�p,4r yn West American Insurance Company gw = toCo 1912 o D 1919 1991 c/ o a o a o rn '(Do 'C��9dR4CHu5` .daS yD �yAMPa �a �kOlA71C' •aa� r C � 8i7 * lei J'yr * f•� 3tit * 1•� By: � .N David M. Carey, Assistant Secretary Slate of PENNSYLVANIA County of MONTGOMERY ss v a) On this 18th day of September 2018 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual insurance 0 o' Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes N a`- Co therein contained by signing on behalf of the corporations by himself as a duly authorized officer. Co Ud m � m� _ � IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seat at King of Prussia, Pennsylvania, on the day and year first above written. PAg pO M O N QM�NryF TF{ OMMONWEALTH OF PENNSYLVANIA Notarial Seal // - ,� 0-O OF Teresa Pastella, Notary Public /�J/ p Upper Merton Up., Montgomery Cour" By: ��, IV My Commission Expires March 28, 2021 E va Teresa Pastella, Notary Public o mamber, Pennsylvania Assodalion MNolarl¢s CL 0 Ell a) fA O tf a; This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance 0.5; Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: 0 ai u�S ARTICLE IV— OFFICERS: Section 12. Power of Attorney.' o Any officer or other official of the Corporation authorized for [hat purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all o — o undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full a) �T > power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall w L be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney -in -fact under the provisions of this N Zarticle may be revoked at any time by the Board, the Chairman, the President or by [he officer or officers granting such power or authority. M 06 ARTICLE XIII — Execution of Contracts: Section 5. Surety Bonds and Undertakings. C' Any officer of the Company authorized for [hat purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, CID shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Companys Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF,1 have hereunto set my hand and affixed the seals of said Companies this ,v+; day of "(-CAn, _20A9 tNSU ovl INS& JW o%Porr� '2 JP oaPo r 1912 o y1919�0 0 ejy * s,� dy1 * 1•� 1NS(J _ 4\P� opPog4T�oW y�r+� 1991 0 Q By: e4. °*N��aa� Renee C. Llewellyn, Assistant Secretary LMS-12873 LMIC OCIC WAIC Multi Co 062018 Bond No. 070208556 Issued in Duplicate 90 61 14 - 1 PAYMENT BOND Page i of SECTION 00 6114 2 PAYMENT BOND 3 4 THE ,STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Mountain Cascade of Texas LLC , known as S " principal'' herein, and Liberty Mutual Insurance Company , a 9 corporate .surety (sureties), duty authorized to do business in the State of Texas, known as 10 "Surety" herein. (whether one or more), are held and firmly bound unto the City of Dort Worth, a I I municipal. corporation created pursuantto the laws of the State of Texas, known as "City" herein, 12 in flits penal sum ofThree Million Nine Hundred Ninety Six Thousand Seventy Five and 001100 Dollars 13 ($ 3,996,075.00 ), lawful money of the United. States, to be paid in Fort Worth, 14 Tarrant County, Texas, .for the payment of which sum well and truly be made, we bind. ourselves, 15 our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these I6 presents: 17 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 18 iOE1 day of , 20 _, which Contract is hereby referred to and 19 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 20 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 21 said Contract and designated as Meadow Lakes Lift Station Sanitary Sewer Force fain, 22 Jenkaar Heights Lift Station Decommissioning, City Project No.: 08129, 23 NOW, THEREFORE, THE CONDITION OF THIS 01=3.1,IGATION is such that if 24 Principal shall pay all cronies owing to any (and all) paytnetat bond beneficiary (as defined in 25 Chapter. 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, theta this obligation shall be and bccolaae mill and void, otherwise to remain in full 27 force and effect. 28 This bond. is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Govemment Code, as amended, and all liabilities on this brand shall be deternvned in 30 accordance with the provisions of said statute. 31 CITY OF T'ORf WORTR Memlow I,:ikn.4 and 7enkin Heights Snnitsty Server tnil�rnre�t€at�ts STANDARD CONSTRIICrJON 9P8CIRCATICIN DOCUMENTS City project No. 0I W Revised Tully 1,2011 €fisPrujec�sttl}18'.0§7-1a52.01,V*Praw-)SPECSTIKAD.Dlvisia(iQW6L14_Yq—MrHNA7-7Jt2-6WrkPettit-3- Pr'.Cb`nNALIJAvitimWM61 i4_Pa_ymcn1 €iond.di ail 61 14 - 2 PAYMENTBOND Pago 2 ar2 i IN WITNESS WHEIZEO , the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the day of 3 / ,20 4 PRINCIPAL: Mountain Cascade of Texas LLC ATTEST: BY; (Prineipal) reuiij Name and Title r Address: 11729 Bast FM 917 Alvarado, TX 76009 Witness as to Principal SURE-fY: Liberty Mutual Insurance Company ATTEST: ]BY: Signature �- Samuel E. Begun, Attorney -in -Fact (SST Mrs �-� Name and Title oshua Sa rd, Witness Address: 175 Berkeley Street Boston, MA 02116 Witness as to Surety Bryan Caneschi, Witness Telephone IeTulnber: (617) 357-9500 S 6 Note.- If sighed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person .has authority to sign such obligation- If Surety's physical 8 address is different from its rinailing address, both trust be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. l l - ND OF SECTION 12 CITY of mwr WORTH Mewlow Lakes and Jenkin. Heights Sanitary Sewer improvements STANDARD CONSTRICTION, SPEC'i.FICATJON i OCUMEN7's Ci[y Project No- 01829 Revised July 1, 201.1 !':1}uvjmrs'�3i9kii7-S9i2-dY iY,k Psa�?-?SPECS�]lh.ALiAitixinrt OC`A95114 payn�a3s k3ocd.,ducF:�rojc�:ts�fJi19VM 7-14+?,i, Wrk FrA�2-3S7'F:f.'S�Iiti,£S.Lt.Oirlsian ��`,U6 Gi #4 1'ayn„erA rS:rnd.rwc NOTARY ACKNOWLEDGMENT OF SURETY: State of Connecticut County of Hartford ss. On this the 21st day of March , 2019 , before me, Danielle D. Johnson, the undersigned officer, personally appeared Samuel E. Begun , known to me (or satisfactorily proven) to be the person whose name is subscribed as Attorney -In -Fact for Liberty mutual Insurance Company , and acknowledged that s/he executed the same as the act of his/her principal for the purposes therein contained. In witness whereof I hereunto set my hand. Signature of Notary Public Date Commission Expires: January 31, 2023 Danielle D. Johnson Printed Narne of Notary DAMMLE D. JOHF SON NOTARY PUBLIC - CT 175556 KlY COMMISMN EXPIRES JAr+l. 31, 2023 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. ILxber Liberty Mutual Insurance Company m+�Af 4..��® The Ohio Casualty Insurance Company Certificate No:8196860-9859a9 lift West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the 'Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Aiza Anderson, Samuel E. Begun, Saykham Chanthasone, Lorina Monique Garcia, Danielle D. Johnson, Michelle Anne McMahon, Aimee R. Perondinc, Mercedes Phothirath, Jenny Rose Belen Phothirath, Noah William Pierce, Donna M. Planeta, Joshua Sanford, Bethany Stevenson, Eric Strba, Jynell Marie Whitehead all of the city of Hartford stale of Connecticut each individually if there be more than one named, its true and lawful attomey-in-fact to make, execute, seat, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 18th day of September 20I8 Liberty Mutual Insurance Company 4y tNBU P4KY INS& a %HSU� The Ohio Casualty Insurance Company �p c°Qror ��y� gJ c°rworr�r pgd \vP4oRror j 1n West American Insurance Company T a3 �ofi rJQ3 �o m a3 °ofi co LLP r 1912 0 s s 7979o 7997 0 N ,w � ui d� �agcxus`� a o+�aIx45as fs �v°IANP aa� c N U�) * �Hl * �� d� * ?� By: rn David M. Carey, Assistant Secretary n Slate of PENNSYLVANIA a County of MONTGOMERY ss r_ 0 m On this 18th day of September 2018 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance D 462 Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes 1-- COO) co therein contained by signing on behalf of the corporations by himself as a duly authorized officer. o liJ IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. c a CD OM PAS N ��9p oNy,�q�F`� COMMONWEALTH OF PENNSYLVANIA ¢ d. Notarial Seal N Teresa Pastella, NaEary Public j ®� 02 On Upper Merlon Twp., Montgomery County By: C: CUt_VP�G My Commission Expires March 26,2e21 1 E Teresa Pastella, Notary Public o co ARY PUMember, Pennsylvania Assodalion of Notaries EL 0 . . This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance p c Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: p w E 2ARTICLE IV— OFFICERS: Section 12. Power of Attorney. .5! am Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President M � a may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all � o cundertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall have full a) a)power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such instruments shall '--n o be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or atlomey-in-fact under the provisions of this cli article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. � cr ARTICLE Xlll — Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, H CID shall appoint such attorneys -In -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, reoognizances and other surety obligations. Such attorneysan-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretaryto appoint such attomeys-in- fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board,of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretaryof the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this • • I. day of rrv::4�, 2—DA ti�1�tNsu (t INSv�p Qa` 1NSU �oa4OQq�'L[� 5, o�ORar 'L �GP?oRPO^W¢Cr J3 �fi QS {Poc� 4 3 Fofi I;� y;1912 0 0 �1919�o a 1991 0 I "� YdV4'/7 ' iUs .�a yO M4M49�,aa '�s �NBrAKA ab3� By:Renee C. Llewellyn,Assistant Secretary Hz7 * A� �Hl ,t td '�M * h� LMS-12873 LMIC OCIC WAIC Multi Co 082018 Bond No. 070208556 Issued in Duplicate 006119-1 MAIUMNANC:E BOND Page I of 3 1 SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § ENO'W ALL BY THESE PRESENTS- 6 COUNTY OF l(A.ItRANT § 7 That we Mountain Cascade of Texas LLC known as 8 "Principal." herein and Liberty Mutual Insurance Company , a corporate surety 9 (sureties, if more than one) duly authorized to do business in the State of Texass,known as 10 "Surety" herein (whether one or metre), are held and firmly bound unto the City Of Fort Worth, a 11 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 12 in the SUM of Three Miflion Nine Hundred Ninety Six Thousand Seventy Five and Oolloo Dollars 13 ($ 3,996,075.00 ), lawful money of the United States, to be paid in Fort Worth, 14 Tarrant County, Texas, for payment of which sum well and truly be inade unto the City and its 15 successors, we bind ourselves, our heirs, executors, administrators, successors and assips, jointly 16 and severally, firmly by these presents. 17 18 VVHEREAS, the Principal has entered into a certain written contract with the City awarded 19 the Jq day of IF Vl 0u 1 20- , which Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 21 materials, equipmcat labor and other accessories as defined by law, in the prosecution of the 22 Work, including any Work resulting fi-orn a duly authorized Change Order (collectively herein, 23 the "Work") as provided for .in said contract and designated as Meadow Lakes Lift Station 24 Sanitary Server Farce Maim, .Ienkin Heights Lift, Station Decoct mission ug, City Project 25 Number.: 08129; and 26 27 WTIEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Docu;nents that the Work is and will 29 remain free from defects in materials or workina:nsbip for and during the period of two (2) years 30 after the date of Final Acceptance of the Work by the City C'Maintemance Period"); and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need therefor atany time within the Maintenance 34 Period. CITY OFFORT WOATI1 Meadow Lakes and ]enkin Heigtlis Sau.itary Sewer tinprovements STANDARD CONSTRIICTI.O'v SI*EC;II±ICA'110N DOCUMENTS City Project No, 0I829 Revised iu€y 1, 2011 F-nPMjwa1.Q3f r'm-191,2,0 WA ProdQA SIECSF KAt SDivision 001W &1 Iq_ Mn'smcnanc n—doi c 0051 19w2 MAINTENANCE ROND l agc 2 of 3 1 2 NOW THEREFORE, the condition of this obligation is such that if Priiicipat shall 3 remedy any defective Work', for which timely notice was provided by City, to a completion 4 satisfactory to the City, then this obligation shall becorac null and void; otherwise to remain in 5 fall force and effect. G 7 PROVIDE, D, HOWEVER, of Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work, it is agrmd that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 10 the Surety under this Maintenance bond, and 11 12 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 13 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 14 Worth Division; and 15 16 PROVIDED FURTHER, that this obligation shall be continwusin iiaturc and 17 successive recoveries may be had hereon. for successive breaches. . 1.8 19 20 CITY LAP FORT WORTH Meadow TAkes and Jenkin lieights Slaitary Sewer Inlprovernents STANDARD C?NsuRucTioN SPLU-IFICATION DOCUMENTS City Project Na. 01929 Revised July 1, 2011 i-':ern'etls'R3€8'�7.19i2iiWrkProii2-45PEC�i7=Ei4j41Ji-.ssi�a(iPKXiS] e9 �9ai;alsnenrciieod.dac 0061 1.9 - 3 MAINTENANCE BOND Page 3 of 3 1 IN WITNE WHEREOF, the Principal and the Surety have each. SIGNED and SEALED this 2 instrument by duly authorized merits and officers on this the A q day of �o� 3 , 20�. 4 5 6 7 8 9 10 11 ATTFST: 12 13 14 (Pxiiicipal) tary" 15 1.6 17 18 19 20 Witness as to Principal 21 22 23 24 25 26 27 28 29 ATTEST: 30 32 3 sty) oshua Sanford, Witness .33 34 35 WiMess as to Surety Bryan Caneschi, Witness '36 PRINCIPAL: Mountain Cascade of Texas LLC BY: 1 store m i r h ap,( —aa a U Name and Title g ICU l Address: 11729 East FM 917 Alvarado, TX 76009 ST.iRL' — Liberty Mutual Insurance Company BY. Siglature Samuel E. Begun, Attorney -in -Fact Name, and Title Address: 175 Berkeley Street Boston, MA 02116 Telephone Nuniber: (617) 357-9500 37 *Note: If signed by." officer of the Surety Company, there must be on file a certified extract 38 from the by-laws sliowing that this }person has authority to sign such obligation. If 39 Surety's physical address is different fioin its rnailing address, bath must be provided. 40 T1ie date of the bond sliall not be prior to the date the Contract is awarded. 41 CITY Or. FORT NVORT11 Meadow lakes and Jenkin Heights Sanitary Sewer Itngroveluents STANDARD CO'4STR7JC TJO?%' SPrCIP'1CA:T7ON DOCUMENTS City Pr(3ject No 01829 Revised July 1, 2011 F:yFajcets�i}�]di0a7-i9`2-Q iVrk iY«T.T-3 SPECS' Ai.YJirisiun IY)V)Q6I 1VJ4dittrna t4ondd� NOTARY ACKNOWLEDGMENT OF SURETY: State of Connecticut County of Hartford ss. On this the 21 st day of March , 2019 , before me, Danielle D. Johnson, the undersigned officer, personally appeared Samuel E. Begun , known to me (or satisfactorily proven) to be the person whose name is subscribed as Attorney -In -Fact for Liberty Mutual Insurance Company , and acknowledged that s/he executed the same as the act of his/her principal for the purposes therein contained. In witness whereof I hereunto set my hand. Signature of Notary Pubf'c Date Commission Expires: January 31, 2023 Danielle D. Johnson Printed Name of Notary DANIMLE D. JOfr NEON NOTARY PUBLIC - CT 175556 ICY COMMISSION EXPIRES JAN. 31, 2023 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. LE➢el" Liberty Mutual Insurance Company m]�/% The Ohio Casualty Insurance Company Certificate No:8196860-985949 i® West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the Slate of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the 'Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Aiza Anderson, Samuel B. Begun, Saykham Chanthasone, Loring Monique Garcia, Danielle D. Johnson, Michelle Anne McMahon, Aimee R. Perondine, Mercedes Phothirath, Jenny Rose Belen Phothirath, Noah William Pierce, Donna M. Planeta, Joshua Sanford, Bethany Stevenson, Eric Strha, Jynell Marie Whitehead all of the city of Hartford state of Connecticut each individually if there be more than one named, its true and lawful attomey-in-fact to make, execute, seat, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 18th day of September , 2018 Liberty Mutual Insurance Company p4 t1y5U,gq �4SY INsp ttisu The Ohio Casualty Insurance Company �J oe o'z'r y� yJ co or�r Pqy VP oRra�r y West American Insurance Company tt` VR 3 °a m =a Sa fi M z' 1912 1919 �, 1991 0 y m o Q o a) Ya84c1rt15 NAMY`'a� +!s �NDIA�P •da C �� David M. Carey, Assistant Secretary State of PENNSYLVANIA a County ofMONTGOMERY ss r- On this 18th day of September , 2018 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance 0 Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes =N therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 0 Lu a' E IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at Kng of Prussia, Pennsylvania, on the day and year first above written. ❑ 5p, PAS;, i� OC) ONw 0lC COMMONWEALTH OFPENNSYLVANIA as y Notarial SealI l%,\®�� 4F Teresa pastglla, Nptery PuhiiC w(S!,/h(�!L-ytJ1 /•(/�Q( Upper Medan Twp., Montgomery County By; (D LVP G My Commission Fxpires Mamh 2a, 2021 Teresa Pastella, Notary Public 00 Co Member, Penosyl—ia Association of Notaries d O NQ This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual Insurance �L°) - Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: o m moo' ARTICLE 1V—OFFICERS: Section 12. Power of Attorney. .� Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President n may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all o undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact, subject to the limitations set forth in their respective powers of atomey, shall have full a)--t power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such Instruments shall w C', be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney -in -fact under the provisions of this E N article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. co C tp 0 O ARTICLE All — Execution of Contracts: Section 5. Surety Bonds and Undertakings. C' CO Any officer of the Company authorized for [hat purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, F-- shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation — The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such aftorneys4n- fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization — By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of.attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. 1, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attomey of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this , day of I Sri ZY INg tNSI7� V _ 19��lu 3 1991 fie0 g-tc d3�sgcHaS�kotAwP gas By Renee C. Llewellyn, Assistant Secretary LMS-12873 LMIG OCIC WAIL Mull! Go 002018 A r Libel' Mutual,� SURETY TEXAS IMPORTANT NOTICE To obtainn information or make a complaint You may call toll -free for information or to make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at I-800-252-3439 You may write the Texas Department of Insurance Consumer Protection (I I I -I A) P_ O_ Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: httn://www.tdi_texas.gov E-mail: ConsumerProtection a,tdi.texas.Rov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should first contact the agent or call 1-800-843-6446. If the dispute is not resolved, you may contact the Texas Department of Insurance_ ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. TEXAS AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede llamar al numero de telefono gratis para informacion o para someter una queja al 1-877-751-2640 Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerea de companies, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas Consumer Protection (I I I -IA) P. O. Box 149091 Austin, TX 78714-9091 FAX 9 (512) 490-1007 Web: htt-o://www.tdi.texas.aov E-mail: ConsumerProtection{a7tdi_ texas. gov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiena una disputa concermente a su prima o a un reclamo, debe comunicarse con el agente o primero. Si no se resuelve ]a disputa, puede entonees comunicarse con el departamento (TDI) UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condition del documento adjunto. NP 70 68 09 01 LMS15292 10/15 SURETY RIDER To be attached and form a part of Type of Bond: Contract Bond No.: 070208556 Dated effective: 3121/701.9 (MONTH, DAY, YEAR) executed by: Mountain Cascade of Texas LLC , as Principal, (PRINCIPAL) and by: Libertv Mutual Insurance Company, as Surety, (SUREM and in favor of : City of Fort Worth (OBLIGEE) In consideration of the mutual agreements herein contained the Principal and the Surety hereby consent to changing the Project Number of the Performance, Payment and Maintenance Bond as follows: Description Meadow Lakes Sanitary Sewer Meadow Lakes Sanitary Sewer Force Main, Force Main, Jenkin Heights Lift Jenkin Heights Lift Station Decommissioning, Station Decommissioning, City City Project No.: 01829 Proj ect No.: 08129 Rider Attorney -in -Fact I Carolyne Emery Nothing herein contained shall vary, alter or extend any provision or condition of this bond except as herein expressly stated. This rider is effective 3/21/2019 (MONTH, DAY, YLAR) Signed and Sealed 3/2712019 (MONTH, DAY, YEAR) Moq ain Cascade of Texas LLC PRiNMAL TITLE Libertv Mutual Insurance Comoanv strizl;rs� I3Y: �� Caro]yYe Emery, ATTORNEY -IN -FACT ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California San Francisco County of ) On before me, S. Nicole Evans, Notary Public (insert name and title of the officer) personally appeared Carolyne Emery ---------------------------------------------- who proved to me on the basis of satisfactory evidence to be the person( whose name( isf subscribed to the within instrument and acknowledged to me that tWshellhv4 executed the same in hWher/thuircauthorized capacity(, and that by Iherl if signature(r.) on the instrument the person(;), or the entity upon behalf of which the person() acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature -4 '=.'� _ `f 1��',P (I tary Public California y San Francisco County z z Commission ak 2171977 J �,�?,'°L'• Cn[nm. Expires Dec 11, 20201, (Seal) 1., , fv"'; This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. 77ff a TJ p• 11:� litiE�' I Liberty Mutual Insurance Company mutU5 a The Ohio Casualty Insurance Company Certificate No:8196963 - 395022 West American Insurance Company SURETY POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company Is a corporation duly organized under the laws of the Slate of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the Slate of Massachusetts, and WestAmerican Insurance Company Is a corporation duly organized under the laws of the State of Indiana (herein collectively called tho °Companles:), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Carolyn Emery, S. Nicole Evans, Frances M. Murphy, Bradley N. Wright all of the city of San Francisco state of California each individually if there be more than one named, its true and lawful atiomey-in-facl to make, execute, seal, acknowledge and deliver, for and on its behalf as surely and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 5th day of October , 2018 Liberty Mutual Insurance Company tNSU,I, y�Y INgU tNSUR The Ohio Casualty Insurance Company PG aportyrRo�LC,m yo=�aapuryr n Ps�4oasa�yn� WestAmerican Insurance Company r 1912 0 0 `1919 1991 0 � cCD o�,p�sacxu� �dLs' �o Nataps`�a��p *`s3rhvtAtaPadD BY: /' David M. Carey, Assistant Secretary C0 C0 State of PENNSYLVANIA ss County of MONTGOMERY On this 5th day of October , 2018 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance S O Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing Instrument for the purposes --- � therein contained by signing on behalf of the corporations by himself as a duly authorized officer. 0 W IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. E D- COMMONWEALTH OF PENNSYLVANIA pa Q f'- o` Noiarrar5ear Teresa Paslella, Nalary lad�,Upper p� Cater; G mePu61Ic MerionTwp., Monrgary County My Commission Expires March 28,2o21 By: Teresa Paslella, Notary Public o m f 7`�p5 i.f4' A4ember, Nrinsylvenla Assaciatbnar Notaries ram[] y This Power of Attorney is made and executed pursuant to and by authority of the fallowing By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual - w Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: o ARTICLE IV - OFFICERS: Section 12, Power of Attorney. Any officer or other official of the Corporation authorized for that purpose In writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such aftomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surely > CD any and all undertakings, bonds, recognizances and other surely obligations. Such attorneys -in -fact, subject to the limitations set forth in their respective powers of attorney, shall cal co,` have full to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such power instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney -In -fact under the M provisions of this aAcle may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. O co Any ofgcar of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, 1— shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such Instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations, Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney Issued by the Company In connection with surely bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed, I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casually Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, Is in full force and affect and has not heart revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this 21th day of March , 2019 . P�' tNsuR9 Q��Y INSV,p � �NSLR J �ogPOreyr e`LPo +jCt h, �eRpOAgrF- :'P�2gTRGn l `' Ra in K = O n 3 Fo to ��" 1912 0 0 1919 n 1991 n t3 d�gsSacau6i as y°�`yHAraps`'`�aaa �s '^OhA"P �a Y Renee C. Llewellyn, Assistant Secretary 'Piy LMS-12873 LMIC OCIC WAIC Multi Co-062018 POLICY NUMBER: AlCGO6911805 COMMERCIAL GENERAL LIABILITY CG 20 10 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location(s) Of Covered Operations As Required by Written Contract As Required by Written Contract Subject to policy terms and conditions Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section 11 — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising Injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 2010 0413 © Insurance Services Office, Inc., 2012 Page 1 of 2 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement applicable Limits of Declarations. shall not increase the Insurance shown in the Page 2 of 2 0 Insurance Services Office, Inc., 2012 CG 20 10 0413 POLICY NUMBER: AlCG06911805 COlilii[tIIIERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement roodifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations As Required by Written Contract. As Required by Written Contract. Subject to policy terms and conditions. Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "Your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such addtlonal insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract" or agreement to provide for such additional insured. B. With respect to the Insurance afforded to these additional insureds, the following is added to Section III — Limits Of insurance: if coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 37 0413 © Insurance Services Office, Inc., 2012 Page 1 of 1 LLD REPUBLIC GENERAL INSURANCE- CORPORATION CHANGES ADDITIONAL INSURED PRIMARY WORDING SCHEDULE THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE. PROVIDED UNDER THE FOLLOWING, COMMERCIAL GENERAL LIABILITY COVERAGE FORM Name of Additional Insured Person(s) Or Orgsnization(s); Location(s) of Covered Operations As required by written contract As required by written contract. Subject to policy terms and conditions Information required to complete this Schedule, if not shown above, will be show,-, inF the Declarations. The insurance provided by this endorsement is primary insurance and we ,::II not seek conlrtbution from any other insurance of a litre kind available to the person or urganizatitin shown in t.4e sChadUte above unless I lie other insurance Is provided by a contractor other than Jibe person, or urganixation shown In the schedule above for the same operation and job location. I; so, we will share with that other insurance by the method described In paragraph 4.c. of Section Ili— Cammarcisi General Liability Conditions. All otherterms and conditions remain unchanged. Named Insured Mountain Cascade, Inc. dba Mountain Cascade of Texas LLC Policy Number Policy Period Al CG06911805 Endorsement No. 10/01/18 to 10/01/ 19 Endorsement Effective Date: 10/01/18 Producer's Name: Alliant insurance Services, Inc. Producer Number. 10/01/18 UT ORI i<D REPFIES&TATIVE DATE CG EN GN 0029 09 08 POLICY NUMBER: Al CG06911805 COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVER" AGAINST OTHERS TO U This endorsement modifies insurance provided under the following. COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTSICOMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: WHERE REQUIRED BY WRITTEN CONTRACT, Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV —Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products - completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CO 24 04 05 09 0 Insurance Services Office, Inc., 2008 Page 9 of I d POLICY NUMBER: Al CA06911805 COMMERCIAL. AUTO CA 20 48 02 99 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATED INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by this endorsement. This endorsement Identifies person(s) or organization(s) who are "Insureds" under the Who Is An Insured Provi. sion of the Coverage Form. This endorsement does not alter coverage provided in the Coverage Form, This endorsement changes the policy effective on the inception date of the policy unless another date is indl- cated below. Endorsement Effective: 10/01/2018 Countersigned By. Named Insured: Mountain Cascade, Xnc. dba Mountain Cascade of Texas LLC Fr7l (Authorized Representative) SCHEDULE Dame of Person(s) or Organization(s): WHERE REQUIRED BY WRITTEN CONTRACT - (if no entry ap";ars above, 11riiirrriati;,n required to wmplefe iris endorse.rpe-n# Will hw. shown In the Berfarations as applicable to Ifie endoisernsrnt,) Eaub person or organi;:At;cn shown In the Sc'rr ule is an "insured" for Liability Coverage, but only to the extent that person or or€tanlzatlan quall[les as an `insured" under the Who Is An Insr and provlslon contained In Section II of the co empi a Form. CA 20 48 02 90 Copyright, Insurance Smices Offloe, Inc., 1998 Page 1 of 1 0 POLICY NUMBER: Al CA06911805 COMMERCIAL AUTO CA 04 44 0310 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO LDS (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM BUSINESS AUTO PHYSICAL DAMAGE COVERAGE FORM GARAGE COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Mountain Cascade, Inc. dba Mountain Cascade of Texas LLC Endorsement Effective Date: 10/01/18 SCHEDULE Name(s) Of Person(s) Or Organization(s): WHERE R8QUIRED BY WRITTEN CONTRACT. Information required to complete this Schedule, if not shown above, will be shown in the Declarations, The Transfer Of nights Of Recovery Against Oth- ers To Us Condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "ac- cident" or the 'loss" under a contract with that person or organization. CA 04 44 03 10 0 Insurance Services Office, Inc., 2009 Page 1 of 11 13 OLD REPUBLIC GENERAL INSURANCE CORPORATION WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: WORKERS' COMPENSATIC"w n ID FMPI DYERS' LIAWLITY INSURANCE We have the r,1Gh Q .--CA %rer n,,, payments from anvgna linhle fnr an Iniury rnvAred by this policy. We will not enforce our right agairial the person or organization named in the Schedule. This agreement applles of illy to the extent that you perform work under a written contract that requires you to oblain thls agreement from us. This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule WHEN REQUIRED BY WRITTEN CONTRACT. Named Insured Mountain cascade, Inc. _dha mountain Cascade of T LLd Policy Number Al GW06911805 I Endorsement Ne. 000 Policy Period 10/01/18 to 10/01/19 I Endorsement Effective Date: 10/01/2018 Producer's Name: A1liant Insurance Services, Inc. Producer Number; 10/01/18 iHORI�0PO,915W. DATE WC 99 0316 (09106) A 006125-1 CERTIFICATE OF INSURANCE Page 1 of I i SECTION 00 6125 2 CERTIFICATE OF INSURANCE 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 END OF SECTION CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lprcjeus103181047-1952-0 Wrk Prod12-3 SPECSR7NAL1Division 00100 6125 Certificate of Insnrance.doc STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:\projcc1031=47-19\2-0 Wrk Prod\2-3 SPECSTINAUDivision 00100 72 00_GeneW Conditions.docz STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article I — Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2 — Preliminary Matters......................................................................................................................... 7 2.01 Copies of Documents.................................................................................................................... 7 2.02 Commencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work.......................................................................................................................... 8 2.04 Before Starting Construction........................................................................................................ 8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting.............................................................................................................................. 8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 Article 3 — Contract Documents: Intent, Amending, Reuse............................................................................ 8 3.01 Intent.............................................................................................................................................. 8 3.02 Reference Standards...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies....................................................................................... 9 3.04 Amending and Supplementing Contract Documents .......................................... 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................ I I Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points .................... 4.01 Availability of Lands.................................................................................................................. I I 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions ................................................... 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article5 — Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers...........................................................................•----...................16 5.02 Performance, Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6 — Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F 1projws1031 M47-1912-0 %k Pmdl23 SPECSTMALWivisim 00100 72 00 General Candilions.do,x 6.02 Labor; Working Hours......................................................................................... ....................--.20 6.03 Services, Materials, and Equipment...........................................................................................20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and "Or-Equals".......................................................................... ....................... 21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties........................................................................................................... 26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations................................................................................................................. 27 6.11 Taxes............................................................................................ ............ ...28 .... ............................ 6.12 Use of Site and Other Areas....................................................................................................... 28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative.................................................................................................................. 30 6.16 Hazard Communication Programs............................................................................................. 30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work................................................................................................................... 32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification......................................................................................................................... 33 6.22 Delegation of Professional Design Services.............................................................................. 34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 tArticle 7 - Other Work at the Site...................................................................................................................35 7.01 Related Work at Site................................................................................................................... 35 7.02 Coordination................................................................................................................................36 Article 8 - City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor ...................................................................... 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due............................................................................................................................36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections, Tests, and Approvals..............................................................................................36 8.07 Limitations on City's Responsibilities.......................................................................................37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9 - City's Observation Status During Construction...........................................................................37 9.01 City's Project Manager............................................................................................................37 9.02 Visits to Site................................................................................................................................37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work.......................................................................................................... 38 9.05 Determinations for Work Performed.......................................................................................... 38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CrIY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lprojmts%03185047-1912-0 Wrk ProdV-3 SPF,CSIFINABDivision 00100 7200_General Condirions.docx Article 10 - Changes in the Work; Claims; Extra Work..................................................................... 10.01 Authorized Changes in the Work.................................................................................... 10.02 Unauthorized Changes in the Work................................................................................ 10.03 Execution of Change Orders............................................................................................ 10.04 Extra Work....................................................................................................................... 10.05 Notification to Surety....................................................................................................... 10.06 Contract Claims Process.................................................................................................. Article I I - Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost of the Work......................................................................................................................... 41 11.02 Allowances.................................................................................................................................. 43 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time................................................................. 46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................ 47 12.03 Delays..........................................................................................................................................47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................ 48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................ 50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 - Payments to Contractor and Completion.................................................................................... 52 14.01 Schedule of Values...................................................................................................................... 52 14.02 Progress Payments...................................................................................................................... 52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment.............................................................................................................................. 56 14.08 Final Completion Delayed and Partial Retainage Release........................................................ 56 14.09 Waiver of Claims........................................................................................................................ 57 Article 15 - Suspension of Work and Termination........................................................................................ 57 15.01 City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause.................................................................................................... 58 15.03 City May Terminate For Convenience....................................................................................... 60 Article16 - Dispute Resolution...................................................................................................................... 61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F;\ptojm1s503181047-1912-0 Wyk Prod123 SPECSTFNALIDivisia 00100 72 W Cx ¢aal Conditinns.docx Article17 — Miscellaneous.............................................................................................................................. 62 17.01 Giving Notice.............................................................................................................................. 62 17.02 Computation of Times................................................................................................................ 62 17.03 Cumulative Remedies................................................................................................................. 62 17.04 Survival of Obligations...............................................................................................................63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH Meadow Lakes and Jetikin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FAprojws103I M047-1%2-0 Wyk Pmd9-3 SPECSWE*lALV)wision 00100 72 00_UenerM Condirions.do" 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement --The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The forin acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award — Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents —The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:Vprojects103181047-1912-0 Wrk ProdV-3 SPL'CSVFINALUD ision 00500 72 0n Genera! C a itica .deu 007200-1 GENERAL CONDITIONS Page 2 of 63 13. Change Order A document, which is prepared and approved by the City, which is signed l by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claire --A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents —Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time —The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor —The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH Meadow Lakes and 7cnkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised July 1, 2011 FAprojectsM 181047-M2-0 Wrk Pmd\2-3 SPECSONAL1Division 00100 72 00_Umeral Condilims.docx 007200-1 GENERAL CONDITIONS Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day --- A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance --- The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH Meadow Lakcs and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 Hprojects103181047-1%2-0 Wrk Prod12-3 SPECSWINADDivision 00100 72 00 General Cauditio decz 007200-1 GENERAL CONDITIONS Page 4 of 63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations —Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed —A written notice given by City to Contractor fixing the elate on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs —Polychlorinated biphenyls. 49. Petroleum —Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPFCIFICATJON DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lprojcctsW31 SV7-19U-0 Wrk Pmd12-3 SPECSTINADDivision 00T00 72 00_6eneral Conditions.docz 007200-1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project —The Work to be performed under the Contract Documents. 53. Project Manager The authorized representative of the City who will be assigned to the Site. 54. Public Meeting — An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive Material —Source, special nuclear, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.) as amended from time to time. 56. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 57. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of Values —A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. 60. Site Lands or areas indicated in the Contract Documents as being furnished by City upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City which are designated for the use of Contractor, 61. Specifications That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 62. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. CITY OF FORT WORTH Meadow lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lprgjec 103I81047-1912-0 W* Prod12-3 SPEC$ RNAIADi-sion 00\00 72 W General Condiliom.doc 007200-1 GENERAL CONDITIONS Page 6 of 63 63. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent -- The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities --All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and fiirnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH . Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 RNprojecis103181047-1912-0 Wrk Prod@-3 SPECSTINAUDMsion 00100 72 00_6meral Cunditinns.duc 00 72 00 - 1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2 W PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time; Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 R\projecis103181047-19U-0 Wrk Pm&2-3 SPECSTINADDivision 00100 12 00 Gmmd Conditiom.docx 007200-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Devised July 1, 2011 FAprojec1A03l&047-M2-0 Wrk Prod12-3 SPEMFINAIADivision 00100 7200_General Conditions.dorx 007200-I GENERAL CONDITIONS Page 9 of 63 section. The Contractor shall not take advantage of any variation of form, format or style in making Contract Claims. E. The cross referencing of specification sections under the subparagraph heading "Related Sections include but are not necessarily limited to:" and elsewhere within each Specification section is provided as an aid and convenience to the Contractor. The Contractor shall not rely on the cross referencing provided and shall be responsible to coordinate the entire Work under the Contract Documents and provide a complete Project whether or not the cross referencing is provided in each section or whether or not the cross referencing is complete. 3.02 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation , (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 Faprojeds1031 M047-1912-0 Wrk Prod12-3 SPECSu7NAUDivision 00100 72 00 General Conditions -dots 00 72 00 - 1 GENERAL CONDITIONS Page 10 of 63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof. B. Resolving Discrepancies: Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2, reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION I]OCUMENTS City Project No. 01829 Revised July 1, 2011 FAprojmis50318k047-19\2-0 Wrk Prod12-3 SPECSWINAUDivision 00500 72 00_Gmmd Conditions.do" 007200-1 GENERAL CONDITIONS Page I 1 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving parry. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies, the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 — AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FAlpr0J"\03181C47-1912-0 Wrk Prod12-3 SPLCSTINALUvision 00100 72 OD General Conditions_doex 007200-1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 4.02 Subsurface and Physical Conditions A. Reports and Drawings: The Supplementary Conditions identify: 1, those reports known to City of explorations and tests of subsurface conditions at or contiguous to the Site; and 2. those drawings known to City of physical conditions relating to existing surface or subsurface structures at the Site (except Underground Facilities). B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences, and procedures of construction to be employed by Contractor, and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions, and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions, or information. 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; ITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements aTANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:SprojcetM03181047- M-0 Wrk Prod52-3 SPECSTINAL\Division MOO 72 00_Gencral Conditions.doc 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if- 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the. existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated: The information and data shown or indicated in the Contract Documents with respect to existing Underground. Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners "of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH Meadow Lakes and Jenkin Heights sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FApmju(A03181047-1912-0 Wrk Prod12-3 SPECSVINALOivision 00100 72 00 General Couckions.dou 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH Meadow Lakes and Jenkin Ileights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:*mjocis103181047-1912-0 Wrk Prod12-3 SPFCSIFINAT.IDivision 00100 72 00_0e ual ConditiamAoc 007200-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2. other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) spccifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF PORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 HprojcctM3185047-1 W-0 WA Pro&2-3 SPPMF7NADDivisim 00100 72 00 Gemefal Couditians.decx 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates oflnsurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1'. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lprojcas103181047-1952-0 wrk Prod12-3 SPECSTMADDivision 00\00 72 00_Gencral Conditions-docx 007200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOGUMENTS City Project No. 01829 Revised July 1, 2011 RNprojecuM I M047-1912-0 Wyk ProdU .1 SPECSTINAL\Divisioo 001W 72 00 Ge ual Condrtiom docx 007200-1 GENERAL. CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverag6 with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised July 1, 2011 Mprojects103181047-19U-0 Wrk PCodQ-3 SPECSTINALMivision 00100 72 00_General Conditions.docx 00 72 00 - 1 GENERAL CONDITIONS Page 19 or 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction.. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lprojmts\031M047-19ti2-0 Wrk Prad12-1 SPECSTINALOwsio. 00100 72 00 General Conditions.dn" 007200-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH Meadow Lakes and Jelkiln heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FAproicus1031&047-1912-0 Wrk Prod12-3 SPECSTINAUDivision 00100 72 00_Gmual CmdiFious.duc 007200-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or -Equal" Items_ If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF PORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised July 1, 2011 F_lprojects1031M47-1912-0 Wrk NaW-3 SPEC8\VWADDivision 00100 72 00 General Condisions.docx 00 72 00 - 1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 R: pmimis503181047-I M-0 Wrk Prod12-3 SPEMONALUvision 0050D 72 00_6meral Conditions.docx 00 72 00 - 1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORTH Meadow Lakes and Jenkin Heigbts Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:\projects10318\047-14\2-0 Wrk Prcd\2-3 SPECSTINALWivision 00\00 72 00 General Conditions.dccx 007200-1 GENERAL CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FAprojecls1031a1047-M2-0 Wrk Frodl2-3 SPECSTINAt.1vivision 00100 72 00-Omeral Canditions.docx 007200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH Meadow bakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July I, 2011 R: projWs103181047-1912-0 Wrk Prod12-3 SPFC8\1JNALIDivision 00100 72 00Gmaal Ccnditions.docx 00 72 00 -1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the I Ith day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH Meadow Takes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 Hpmjm1s10318\047-19\2-0 Wrk Pm&2-3 SPEC5 MALUvision MOD 72 00 Gmaral Conditions.do" 007200-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 V:lprnje ls\031MC47-1912-0 Wrk Prad12-3 SPECSTINALIDivision 00\00 72 CO General Conditions.doex 007200-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subchapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/taxinfo/taxfon-ns/93-fon-ns.htrnl 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent Iand or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a strcet, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FAprojects1031&047-I9Q-0 Wrk Profi2-3 SPECSIFINAL1Division 00\00 72 00_General Condilioas.docx 00 72 00 - 1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 621, Contractor shall indemnijy and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning. 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH Meadow Lakes and Jeakin Heights Sanitary Sewer ImprovemenN, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lprojm1.%\0318\047-M2-0 Wrk Prod\2-3 SPECST1NAL\DivWcn 00\00 72 00 Gen" Conditions.docx 00 72 00 - 1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH Meadow Lakes and Jenkins heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 0I829 Revised July 1, 2011 Mproicas%03185047-1912-0 Wyk Prod12-3 SPECSTINALUvision 00V0 72 00_General C-Wivovs.dwx 007200-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design 'criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material; Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.1 S.C. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:NprojecW03185047-1912-0 WA Prod12-3 SPECSIFINAUDivision 00100 72 00 Gm=1 Condiiims.docx 007200-1 GENERAL CONDITIONS Page 32 of 63 l B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 Faprojceu503185047-1912-0 Wrk Pmd12-3 SPECSST tNAL\Division 00\00 72 00_Gmeral Condilioos.docx 007200-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION fS,,, S;PF,CM. AI LY INTENDED TO OPERATE AND BE EFFECTIVE, F,VEN IF IT IS A�I.LF_.GEn OR PST THAT -AL OH SOME OF THE, DAMAGES BEING SOIJGH. MjRE CAUSED. IN WHOLE, OR TN ,ART. BV ANY ACT, OMTS.SJQN1 OR N QjL1 rFNCE OF_THE_ CITE'. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMIJIFICATTON PROVISION IS CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised July 1, 2011 F_lprojacts103181C47-1912-0 Wrk Prod12-3 SPFCSTINAL1Divisien 00100 72 00 General Conditions.doex 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICAI.I,YINTENDED TO OPERATE AND RE FFFFCTWF_ FVEN IF IT JS C SOUCMI WERE CAUSED. IN WHOLF _ OR IN PART, BY ANY ACT. OMISSION OR N�:G1�.LCF{LT_CE�F 'I�_(JTX; 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project Na- 01829 Revised July 1,2011 Mprojeds103185047-1912-0 Wrk Pmd12-3 SP1;CSTWAL1Division 00\00 72 00_0meral Couditions.doex 00 72 00 - 1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of I964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7 -- OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a parry to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:rproje ts103181047-1912-0 Wrk ProjV-3 SPECS\1z1NALlDM,ion 00100 72 C"eat ,J Coudiiiow.d,,x 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. if City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to' existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and 14pprovals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:4projems 03181047-19U-0 Wrk Prod12-3 SPECSIFINAL1Division 00500 72 00_Gmeral Conditions.docx 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or -more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is Walter Norwood, or his/her successor pursuant to written notification from the Director of Water Department. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lprejms103I M47-1912-0 Wrk Prodl2-3 SPEGSTMALWivision WOO 72 00 General Conditiom docx 00 72 00 -1 GENERAL. CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations far Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH Meadow takes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 201I r:lprojemt 03181047-1912-0 Wrk PmdQ-3 SPECS\MAISDivision 00100 72 00_Gmeral Canduions.docx 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are lrnown, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F.Aprojmts10318\047-1912 0 Wrk Prad\2-3 SPECS\F1NAL11]ivision 00100 72 00 6me al Conditions.docx 007200-1 GENERAL CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required: All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CrrY OF FORT WORTH Meadow bakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 R\proie IsMlM047-W2-0 Wrk ProdQ-3 SPECSTMALSDivision 00100 72 00 Cmeral Conditions.docx 007200-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action. under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.013, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered, by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.013, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH Meadow Lakes and 7et>kin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F_lprojccts103181047-1952-0 Wrk ProdQ-3 SPECSTINADDivision 00\00 72 00 General Conditims.docx 00 72 00 -1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F.\prq*ts103181047-19V-0 Wyk ProdU-3 SPECSWWAL"vision 00\00 72 00 General Conditions.docx 007200-1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices .and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July L, 2011 F;VprojemW3181047-19V-0 Wrk Predi2-3 SPECST NAIADivision 00100 72 00 General ConditinmAccx 007200-I GENERAL CONDITIONS Page 44 of 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if- 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. 1. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH Meadow Lakes and Jenkin heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 Paproje 1s143IM047-1912-0 Wyk Prod12-3 SPECSTINAUDivivon 00\00 72 00_Omuml ConditionsAucx 00 72 00 - 1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities, unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The parry to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH Meadow Lakes and Jonkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FAproje ts10 IM47-1912-0 Wrk Prod\2-3 SPFCST1NAL1Division 0000 72 00 Gmaal Conditions.docx 007200-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are t not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a lump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2, if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.0l.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 Faprojmts103 ] W47-1912-0 wrk Fmdu-3 SPECSIFINAL\Divisinn 00\00 72 00 GeneW Conditians.doca 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.0l.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.b, and 11.01.B; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH Meadow lakes and Jenkin Heights Sanitary Sewer Unprovetnents STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FAprojectA3181047-19\2-0 Wrk Prod12-3 SPECST NALWivlsiOn WOO 72 DO General Conditiaus.docx 00 72 00 - 1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 — TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 Tests and .Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or t. approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be -paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, retests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations acceptable to City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing udder this Section 13.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F: prqje 0031M47-1912-0 Wrk Prad12-3 SPECSTINAUDivision 00100 72 00 General Conditions.docx 00 72 00 - 1 GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be- uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question., furnishing all necessary labor, ]material, and equipment. 1. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing, observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation, inspection, testing, replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FApmje UN03 18N047-1%2-0 Wrk Prod12-3 SPECSWINAUDivision 00100 72 00 General Condkions,dDGX 007200-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 Hprojec1s\0318\047-1412-0 Wrk Prod\2-3 SPECSTMADDivision OOWO 72 00 General Conditions.docx 007200-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract Claire, pursuant to Paragraph 10.06. E. Contractor's obligations under this Paragraph 13.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH Meadow Lakes and Jenkiu Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FAprojeMN031M47-1912-0 Wrk Pro&2-3 SPECSTfMAi.lDivisiuu 00100 72 00 Gc aal ConditionsAcex 00 72 00 - 1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance ofthe Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 -- PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised July I, 2011 F:Ilvojects%0318N047-1952-0 Wrk Prod12-3 SPECSVINAUDivisian OO100 72 00_Gmeral Con&tions.docx 007200-1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lproje ts103181047-1912-0 Wrk n od12-3 SPECSIFINADDivision 00100 72 00 General Conditions.docx 007200-1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, rctainage shall be ten percent (10%). 2. For contracts greater than $400,000 at the time of execution, retainage shall be five percent (5%). D. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. E. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. F. Reduction in Payment: 1. City may refuse to make payment of the amount requested because: a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. If City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 P:Sproie 1s503185047-191a-0 Wrk Prod12-3 SPWST NAL"vision 00\00 72 00_General Cmditions.docx 007200-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lFgmts103161047-1912-0 Wrk Prod12-3 SPFCSTINALWivis,n 00100 72 00 General Conditica Aoc 007200-1 GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: t 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FAprojecls50318\047-M2A Wrk Pro&2-3 SPECSIFINALDivision 00100 72 00_Cmeral Condiliow.doex 00 72 00 - 1 GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lprojWsl03181047-19\2-0 Wrk Prod\2-3 SPE MFINALDivision 00\00 72 00 Ciwaal Conditions.dou 00 72 00 - 1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.13); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised July 1, 2011 F+ Nproiects103I81047-19V-0 IVA Prod12-3 SPECS MALWivisim 00500 72 00_Omeral Condilions.docx 007200-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH Meadow 1.akcs and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FApmji is193 W047-1912-0 Wrk Prod12-3 SPECSTINAL\Division 00100 72 00 General Condilions.docx 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be fi-nished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6. take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH Meadow Takes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:Spmjecis103181047-19\2-0 Wrk Prod52-3 SPL'CST,fNAL1Division 00100 72 00_Gme al Conditions.docx 007200-1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2, expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.1) shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH Meadow lakes and Jenkin heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 P:\projects\0318\047-19\2-0 Wrk Pro62-3 SPECSTINAVDivisionWCO 72 CO General Conditiam.doex 007200-1 GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 —MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if- 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:SPrniects10318r1147-1912-0 Wyk Pyod12-3 SPECST NALVDivision 0000 72 00_Umeral Cmditioos.doc 00 72 00 - 1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:\projecuW318\047-19V-C Wyk Pio&2-3 SPECSTMAJADivision 00100 72 00 General Conditions.docx 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 6 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.01A Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the Contract Drawings. SC-4.01A.1., "Availability of Lands" The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of December, 2018. Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. If Contractor considers the final easements provided to differ materially from the representations on the Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, notify City in writing associated with the differing easement line locations. SC-4.01A.2, "Availability of Lands" CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 F:lprojcas103181947-19C2-0 Wrk Prod12-3 SPECS"NALIDivision 00\00 73 00_Supptemenlary Conditious.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 00 73 00 - 2 SUPPLEMENTARY CONDITIONS Page 2 of 6 Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of December, 2018. EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT None The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: A Geotechnical Engineering Report No. 425-17-43, dated December 2017, prepared by CMJ Engineering, Inc., a sub -consultant of Alan Plummer Associates, Inc., a consultant of the city, providing additional information on the Goetechnical Conditions the report is about. The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: Alan Plummer Associates, Inc. (3) Other: None SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500,000 Disease - policy limit SC-5.04B., "Contractor's Insurance" CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 F:Vprojws103181047-19V2-0 Wrk Prod12-3 SPECSI INALWivision 00100 73 00_Supplementary Condkiom.doc 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 6 1 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 2 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 3 minimum limits of- 4 5 $1,000,000 each occurrence 6 $2,000,000 aggregate limit 7 8 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 9 General Aggregate Limits apply separately to each job site. 10 1 I The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 12 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 13 14 SC 5.04C., "Contractor's Insurance" 15 16 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 17 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 18 19 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 20 defined as autos owned, hired and non -owned. 21 22 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 23 least: 24 25 $250,000 Bodily Injury per person / 26 $500,000 Bodily Injury per accident / 27 $100,000 Property Damage 28 29 SC-5.04D., "Contractor's Insurance" 30 31 The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and 32 material deliveries to cross railroad properties and tracks. None 33 34 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 35 hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 36 or other property. Such operations on railroad properties may require that Contractor to execute a "Right of 37 Entry Agreement" with the particular railroad company or companies involved, and to this end the 38 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 39 the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate 40 to the Contractor's use of private and/or construction access roads crossing said railroad company's 41 properties. 42 43 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 44 coverage for not less than the following amounts, issued by companies satisfactory to the City and to the 45 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 46 occupy, or touch railroad property: 47 48 (1) General Aggregate: N/A 49 50 (2) Each Occurrence: N/A 51 52 X Not required for this Contract 53 54 55 With respect to the above outlined insurance requirements, the following shall govern: CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 rAprojccts10318T47-1912-0 Wrk Prod12-3 SPECSWiNALWivision 000 73 00_Supplemcniary Condilions.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 00 73 00 - 4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1. Where a single railroad company is involved, the Contractor shall provide one, insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at - grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: None SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: TXDOT Utility Permit to cross FM 1220Boat Club Road. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 P:Vprajec1s103181047-1912-0 Wrk Prod12-3 SP);CSIFINAL'Division 00100 73 00_Suprl=entary Condkiom.dcc 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 6 1 SC-6.09C. "Outstanding permits and licenses" 2 3 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of 4 5 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION None 6 7 SC-6.24B., "Title VI, Civil Rights Act of 1964 as amended" 8 9 During the performance of this Contract, the Contractor, for itself, its assignees and successors in interest 10 (hereinafter referred to as the "Contractor") agrees as follows: 11 12 1. Compliance with Regulations: The Contractor shall comply with the Regulation relative to 13 nondiscrimination in Federally -assisted programs of the Department of Transportation (hereinafter, 14 "DOT') Title 49, Code of Federal Regulations, Part 21, as they may be amended from time to time, 15 (hereinafter referred to as the Regulations), which are herein incorporated by reference and made a part 16 of this contract. 17 18 2. Nondiscrimination: The Contractor, with regard to the work performed by it during the contract, shall 19 not discriminate on the grounds of race, color, or national origin, in the selection and retention of 20 subcontractors, including procurements of materials and leases of equipment. The Contractor shall not 21 participate either directly or indirectly in the discrimination prohibited by 49 CFR, section 21.5 of the 22 Regulations, including employment practices when the contract covers a program set forth in 23 Appendix B of the Regulations. 24 25 3. Solicitations for Subcontractors, Including Procurements of Materials and Equipment: In all 26 solicitations either by competitive bidding or negotiation made by the contractor for work to be 27 performed under a subcontract, including procurements of materials or leases of equipment, each 28 potential subcontaetor or supplier shall be notified by the Contractor of the Contractor's obligations 29 under this contract and the Regulations relative to nondiscrimination on the grounds of race, color, or 30 national origin. 31 32 4. Information and Reports: The Contractor shall provide all information and reports required by the 33 Regulations or directives issued pursuant thereto, and shall permit access to its books, records, 34 accounts, other sources of information and its facilities as may be determined by City or the Texas 35 Department of Transportation to be pertinent to ascertain compliance with such Regulations, orders 36 and instructions. Where any information required of a contractor is in the exclusive possession of 37 another who fails or refuses to furnish this information the contractor shall so certify to the City, or the 38 Texas Department of Transportation, as appropriate, and shall set forth what efforts it has made to 39 obtain the information. 40 41 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the 42 nondiscrimination provisions of this Contract, City shall impose such contract sanctions as it or the 43 Texas Department of Transportation may determine to be appropriate, including, but not limited to: 44 45 a. withholding of payments to the Contractor under the Contract until the Contractor 46 complies, and/or 47 b. cancellation, termination or suspension of the Contract, in whole or in part. 48 49 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs (1) through 50 (6) in every subcontract, including procurements of materials and leases of equipment, unless exempt CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 P:1projectM3181047-1912-0 Wrk Prod12-3 SPECSTMADDivision 00\00 73 OD_ Supplementary Conditions.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 00 73 00 - 6 SUPPLEMENTARY CONDITIONS Page 6 of 6 by the Regulations, or directives issued pursuant thereto. The Contractor shall take such action with respect to any subcontract or procurement as City or the Texas Department of Transportation may direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, however, that, in the event a contractor becomes involved in, or is threatened with, litigation with a subcontractor or supplier as a result of such direction, the contractor may request City to enter into such litigation to protect the interests of City, and, in addition, the contractor may request the United States to enter into such litigation to protect the interests of the United States. Additional Title VI requirements can be found in the Appendix. SC-7.02., "Coordination" The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority None NIA NIA SC-8.01, "Communications to Contractor" None SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Walter Norwood, P.E., or his/her successor pursuant to written notification from the Director of Water Department. SC-13.03C., "Tests and Inspections" None SC-16.01C.1, "Methods and Procedures" None END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. CITY OF FORT WORTH Meadow Lakes and Jeakin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 F9pmyuts\03 J M047-1912-0 Wrk PmdU-3 SPECSTINAL1Divisioo 00100 73 00_Supplementary Conditions.doc d N 1 2 UEW7171_#f �44 Biel 01 :7f 9 4 1.1 SUMMARY SECTION 011100 SUMMARY OF WORK 01 1100-1 SUMMARY OF WORK Page I of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1 _ Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work i. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 R: proiects103181047-1912-0 Wrk ProdV-3 SPLCSTINALOivision 01101 11 00-Summary of Work.doc 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole- lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Meadow Lakes and Jonkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 P:lproJoctA0318\047-19V-0 Wyk Prod123 SPMS1F NAL\Divisio¢ 01\01 11 00_Sw nwy of Werk.doc 9 1 2 3 4 S 6 7 8 9 10 11 12 13 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CP1'Y OF FORT WORTII Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojec[s103185047-1452-0 Wrk ProdU-3 SPECSTINALIDivision 01\01 11 00_Smnmary of Work.doc 012500-1 SUBSTITUTION PROCEDURES Page I of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division I — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES INOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Request for Substitution - GeneraI 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF PORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. OI829 Revised July I, 2011 F:Vprojccts103181047-1912-0 Wrk Pmd52-3 SPECSIFINAL'Division OI501 25 00 Substitution Pmcedu=doc 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPFCIFICATiON DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lprolects1031S1047-1912-0 Wrk Pmd12-3 SPECSW NALDivision 01101 25 00 Substitution Procedwes.duc 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if- 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 30 31 Revision Log DATE NAME SUMMARY OF CIIANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projeu No. 01829 Revised July 1, 2011 Pdprojms5031811147-19U-0 Wrk Prod12-3 SPECSTWALVDivision W01 25 00_Substitu6on Procedures.doc 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: 1 012500-4 SUBSTITUTION PROCEDURES Page 4 of 4 PROTECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery tune? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved city Recommended Recommended _ Not recommended _Received late By Date Remarks Date Rejected CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 1':lproje mt 03181047-1952-0 Wrk Prod12-3 SPFCSTINALIbivision 01101 25 00 Substitutiou Pmeedures.doc 01 31 19 - 1 PRECONSTRUCTION MEETING Page 1 of 3 1 SECTION 013119 2 PRECONSTRUCTION MEETING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1, None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include- 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised August 17, 2012 FAprojm003 JK047-1952-0 Wrk Prod12-3 SPECSTINAL1Division 01\01 31 19_Preconstructiun mwings.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 013119-2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised August 17, 2012 FApraje IsMIST47-1912-0 Wrk Prod12-3 SPECS\VINAL1Di !i m QN] 31 19_Pre cmtruction Meelings.doc 01 31 19-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] l 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] b 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 0 END OF SECTION Revision. Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised August 17, 2012 F:\projects\0318lD47-19\2-0 Wrk Prod12-3 SPECSIFIIVALUvision 01\01 3119 Precons"Cdon Mcetinp.doc 013120-1 PROJECT MEETINGS Page 1 of 3 k 1 SECTION 013120 2 PROJECT MEETINGS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre -Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F.lproje ts103181047-1912-0 Wrk Prod12-3 SPECSTINAU©ivision 01501 31 20_Proje i McdWgs.doc 013120-2 PROJECT MEETINGS Page 2 of 3 1 a. Contractor 2 b. Project Representative 3 c. Other City representatives 4 4. Meeting Schedule 5 a. In general, the neighborhood meeting will occur within the 2 weeks following 6 the pre -construction conference. 7 b. In no case will construction be allowed to begin until this meeting is held. 8 C. Progress Meetings 9 1. Formal project coordination meetings will be held periodically. Meetings will be 10 scheduled and administered by Project Representative. 11 2. Additional progress meetings to discuss specific topics will be conducted on an as- 12 needed basis. Such additional meetings shall include, but not be Iimited to: 13 a. Coordinating shutdowns 14 b. Installation of piping and equipment 15 c. Coordination between other construction projects 16 d. Resolution of construction issues 17 e. Equipment approval 18 3. The Project Representative will preside at progress meetings, prepare the notes of 19 the meeting and distribute copies of the same to all participants who so request by 20 fully completing the attendance form to be circulated at the beginning of each 21 meeting. 22 4. Attendance shall include: 23 a. Contractor's project manager 24 b. Contractor's superintendent 25 c. Any subcontractor or supplier representatives whom the Contractor may desire 26 to invite or the City may request 27 d. Engineer's representatives 28 e. City's representatives 29 £ Others, as requested by the Project Representative 30 5. Preliminary Agenda may include: 31 a. Review of Work progress since previous meeting 32 b. Field observations, problems, conflicts 33 c. Items which impede construction schedule 34 d. Review of off -site fabrication, delivery schedules 35 e. Review of construction interfacing and sequencing requirements with other 36 construction contracts 37 £ Corrective measures and procedures to regain projected schedule 38 g. Revisions to construction schedule 39 h. Progress, schedule, during succeeding Work period 40 i. Coordination of schedules 41 j. Review submittal schedules 42 k. Maintenance of quality standards 43 1. Pending changes and substitutions 44 In. Review proposed changes for: 45 1) Effect on construction schedule and on completion date 46 2) Effect on other contracts of the Project 47 n. Review Record Documents CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:Iprojmtsl03181047-1912-0 Wrk Prod12-3 SPECSTINAUDivision 01M 31 20_Proje t Mmdugs.dec 0I3120-3 PROJECT MEETINGS Page 3 of 3 1 o. Review monthly pay request 2 p. Review status of Requests for Information 3 6, Meeting Schedule 4 a. Progress meetings will be held periodically as determined by the Project 5 Representative. 6 1) Additional meetings may be held at the request of the: 7 a) City 8 b) Engineer 9 c) Contractor 10 7. Meeting Location 11 a. The City will establish a meeting location. 12 1) To the extent practicable, meetings will be held at the Site. 13 1:5 SUBMITTALS [NOT USED] 14 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE [NOT USED] 18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 PART 2 - PRODUCTS [NOT USED] 22 PART 3 - EXECUTION [NOT USED] 23 END OF SECTION 24 Revision Log DATE NAME SUMMARY OF CHANGE 25 l CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised July 1, 2011 F:lprojccts103185047-19U-0 Wrk Prod52-3 SPFCSWINAVDivisio¢ 01\01 31 20_Projcct Mcctings.doc 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page I of 5 1 SECTION 013216 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification I 1 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REI4ERENCES 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1 - No schedule submittal ,required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 c. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 R: projeds503181047-1912-0 Wrk Prod12-3 SPECSWINALWivision 01\01 32 16—Construction Progress Schedule.doe 01 32 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 3. Progress Schedule - Monthly submittal of a progress schedule documenting 2 progress on the project and any changes anticipated. 3 4. Schedule Narrative - Concise narrative of the schedule including schedule 4 changes, expected delays, key schedule issues, critical path items, etc 5 B. Reference Standards 6 1. City of Fort Worth Schedule Guidance Document 7 1.4 ADMINISTRATIVE REQUIREMENTS 8 A. Baseline Schedule 9 1. General 10 a. Prepare a cost -loaded baseline Schedule using approved software and the 11 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 12 Guidance Document. 13 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 14 understanding of the work to be performed and known issues and constraints 15 related to the schedule. 16 c. Designate an authorized representative (Project Scheduler) responsible for 17 developing and updating the schedule and preparing reports. 18 B. Progress Schedule 19 1. Update the progress Schedule monthly as required in the City of Fort Worth 20 Schedule Guidance Document. 21 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 22 3. Change Orders 23 a. Incorporate approved change orders, resulting in a change of contract time, in 24 the baseline Schedule in accordance with City of Fort Worth Schedule 25 Guidance Document. 26 C. Responsibility for Schedule Compliance 27 1. Whenever it becomes apparent from the current progress Schedule and CPM Status 28 Report that delays to the critical path have resulted and the Contract completion 29 date will not be met, or when so directed by the City, make some or all of the 30 following actions at no additional cost to the City 31 a. Submit a Recovery Plan to the City for approval revised baseline Schedule 32 outlining: 33 1) A written statement of the steps intended to take to remove or arrest the 34 delay to the critical path in the approved schedule 35 2) Increase construction manpower in such quantities and crafts as will 36 substantially eliminate the backlog of work and return current Schedule to 37 meet projected baseline completion dates 38 3) Increase the number of working hours per shift, shifts per day, working 39 days per week, the amount of construction equipment, or any combination 40 of the foregoing, sufficiently to substantially eliminate the backlog of work 41 4) Reschedule activities to achieve maximum practical concurrency of 42 accomplishment of activities, and comply with the revised schedule CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised July 1, 2011 F:Vrojects103181047-19Q-0 Wrk Prod12-3 SUCSTINALWivision 01101 32 16_Construcdoa Progress Schedule.doc 013216-3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 1 2. If no written statement of the steps intended to take is submitted when so requested 2 by the City, the City may direct the Contractor to increase the level of effort in 3 manpower (trades), equipment and work schedule (overtime, weekend and holiday 4 work, etc.) to be employed by the Contractor in order to remove or arrest the delay 5 to the critical path in the approved schedule. 6 a. No additional cost for such work will be considered. 7 D. The Contract completion time will be adjusted only for causes specified in this 8 Contract. 9 a. Requests for an extension of any Contract completion date must be 10 supplemented with the following: I 1 1) Furnish justification and supporting evidence as the City may deem 12 necessary to determine whether the requested extension of time is entitled 13 under the provisions of this Contract. 14 a) The City will, after receipt of such justification and supporting 15 evidence, make findings of fact and will advise the Contractor, in 16 writing thereof. 17 2) If the City finds that the requested extension of time is entitled, the City's 18 determination as to the total number of days allowed for the extensions 19 shall be based upon the approved total baseline schedule and on all data 20 relevant to the extension. 21 a) Such data shall be included in the next updating of the Progress 22 schedule. 23 b) Actual delays in activities which, according to the Baseline schedule, 24 do not affect any Contract completion date shown by the critical path in 25 the network will not be the basis for a change therein. 26 2. Submit each request for change in Contract completion date to the City within 30 27 days after the beginning of the delay for which a time extension is requested but 28 before the date of final payment under this Contract. 29 a. No time extension will be granted for requests which are not submitted within 30 the foregoing time limit. 31 b. From time to time, it may be necessary for the Contract schedule or completion 32 time to be adjusted by the City to reflect the effects of job conditions, weather, 33 technical difficulties, strikes, unavoidable delays on the part of the City or its 34 representatives, and other unforeseeable conditions which may indicate 35 schedule adjustments or completion time extensions. 36 1) Under such conditions, the City will direct the Contractor to reschedule the 37 work or Contract completion time to reflect the changed conditions and the 38 Contractor shall revise his schedule accordingly. 39 a) No additional compensation will be made to the Contractor for such 40 schedule changes except for unavoidable overall contract time 41 extensions beyond the actual completion of unaffected work, in which 42 case the Contractor shall take all possible action to minimize any time 43 extension and any additional cost to the City. 44 b) Available float time in the Baseline schedule may be used by the City 45 as well as by the Contractor. 46 3. Float or slack time is defined as the amount of time between the earliest start date 47 and the latest start date or between the earliest finish date and the latest finish date 48 of a chain of activities on the Baseline Schedule. CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:Sprojects103181047-19V-0 Wrk Prod12-3 SPECSIFINAUDivision 01\01 32 16_Construction Progzss Schedule.doc 01 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 a. Float or slack time is not for the exclusive use or benefit of either the 2 Contractor or the City, 3 b. Proceed with work according to early start dates, and the City shall have the 4 right to reserve and apportion float time according to the needs of the project. 5 c. Acknowledge and agree that actual delays, affecting paths of activities 6 containing float time, will not have any effect upon contract completion times, 7 providing that the actual delay does not exceed the float time associated with 8 those activities, 9 E. Coordinating Schedule with Other Contract Schedules 10 1. Where work is to be performed under this Contract concurrently with or contingent 11 upon work performed on the same facilities or area under other contracts, the 12 BaseIine Schedule shall be coordinated with the schedules of the other contracts. 13 a. Obtain the schedules of the other appropriate contracts from the City for the 14 preparation and updating of Baseline schedule and make the required changes 15 in his schedule when indicated by changes in corresponding schedules. 16 2. In case of interference between the operations of different contractors, the City will 17 determine the work priority of each contractor and the sequence of work necessary 18 to expedite the completion of the entire Project. 19 a. In such cases, the decision of the City shall be accepted as final. 20 b. The temporary delay of any work due to such circumstances shall not be 21 considered as justification for claims for additional compensation. 22 1.5 SUBMITTALS 23 A. Baseline Schedule 24 1. Submit Schedule in native file format and pdf format as required in the City of Fort 25 Worth Schedule Guidance Document. 26 a. Native file format includes: 27 1) Primavera (P6 or Primavera Contractor) 28 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 29 bring in hard copy to the meeting for review and'discussion. 30 B. Progress Schedule 31 1. Submit progress Schedule in native file format and pdf format as required in the 32 City of Fort Worth Schedule Guidance Document, 33 2. Submit progress Schedule monthly no later than the last day of the month. 34 C. Schedule Narrative 35 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 36 Schedule Guidance Document. 37 2. Submit schedule narrative monthly no later than the last day of the month. 38 D. Submittal Process 39 1. The City administers and manages schedules through Buzzsaw. 40 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 41 Guidance Document. 42 3. Once the project has been completed and Final Acceptance has been issued by the 43 City, no further progress schedules are required. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 Hproject0318\047-19\2-0 Wrk Prod12-3 SPECS\PINAL\Dfviswn 01\01 32 16—Censtruclion Progress Schedule.doc 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. i 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 END OF SECTION 17 18 0 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 P:Iproiects103161047-19V-0 Wyk Prod12-3 SPEMFWATAM) ision 01\01 32 16_Cuustntuion Progress Schedule.doc 01 3233-1 PRECONSTRUCTION VIDEO Page 1 of 2 k 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PART1- GENERAL 4 1.1 SUMMARY 5 A- Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F.4projeets5031S1047-1912-0 wrk ProdQ-3 SPECSWINALDMsiou 01 W 1 32 33_Nxnastmc im Vidmdoc 4 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkm Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July I, 2011 rAprojects103181047-19\2-0 Wrk PrOdV-3 SPECSTINALIDivision 01101 32 33 Preconstmction Vidmdoc i 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0133 00 SUBMITTALS 01 33 00 - 1 SUBMITTALS Page I of 8 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various items bid 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal, of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including, but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 F-\Vmjuts103181047-1952-0 WrkPradQ-3 SPECSTWALOivision 01W1 3300_Submitials.doc Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements City Project No. 01829 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 01 33 00 - 2 SUBMITTALS Page 2 of 8 c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first b digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.c. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 %2 inches x 11 inches to 8 1/2 inches x 1 finches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 Faprojmts\031M047-19\2-0 Wyk Prud\2-3 SPECSTMAUDivision 01101 33 00 Submi"als.doc Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements City Project No. 01829 013300-3 SUBMITTALS Page 3 of 8 1 E. Submittal Content 2 1. The date of submission and the dates of any previous submissions 3 2. The Project title and number 4 3. Contractor identification 5 4. The names of: 6 a. Contractor 7 b. Supplier 8 c. Manufacturer 9 5. Identification of the product, with the Specification Section number, page and 10 paragraph(s) 11 6. Field dimensions, clearly identified as such 12 7. Relation to adjacent or critical features of the Work or materials 13 8. Applicable standards, such as ASTM or Federal Specification numbers 14 9. Identification by highlighting of deviations from Contract Documents 15 10. Identification by highlighting of revisions on resubmittals 16 11. An 8-inch x 3-inch blank space for Contractor and City stamps 17 F. Shop Drawings 18 1. As specified in individual Work Sections includes, but is not necessarily limited to: 19 a. Custom -prepared data such as fabrication and erection/installation (working) 20 drawings 21 b. Scheduled information 22 c. Setting diagrams 23 d. Actual shopwork manufacturing instructions 24 e. Custom templates 25 f. Special wiring diagrams 26 g. Coordination drawings 27 h. Individual system or equipment inspection and test reports including: 28 1) Performance curves and certifications 29 i. As applicable to the Work 30 2. Details 31 a. Relation of the various parts to the main members and lines of the structure 32 b. Where correct fabrication of the Work depends upon field measurements 33 1) Provide such measurements and note on the drawings prior to submitting 34 for approval. 35 G. Product Data 36 1. For submittals of product data for products included on the City's Standard Product 37 List, clearly identify each item selected for use on the Project. 38 2. For submittals of product data for products not included on the City's Standard 39 Product List, submittal data may include, but is not necessarily limited to: 40 a. Standard prepared data for manufactured products (sometimes referred to as 41 catalog data) 42 1) Such as the manufacturer's product specification and installation 43 instructions 44 2) Availability of colors and patterns 45 3) Manufacturer's printed statements of compliances and applicability CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojects10319\047-1912-0 Wrk Prodi2-3 SPECSIFINALVDivision 0110i 33 00_Subuuttal$Aoc 01 33 00 - 4 SUBMITTALS Page 4 of 8 1 4) Roughing -in diagrams and templates 2 5) Catalog cuts 3 6) Product photographs 4 7) Standard wiring diagrams 5 8) Printed performance curves and operational -range diagrams 6 9) Production or quality control inspection and test reports and certifications 7 10) Mill reports 8 11) Product operating and maintenance instructions and recommended 9 spare -parts listing and printed product warranties 10 12) As applicable to the Work 11 H. Samples 12 1. As specified in individual Sections, include, but are not necessarily limited to: 13 a. Physical examples of the Work such as: 14 1) Sections of manufactured or fabricated Work 15 2) Small cuts or containers of materials 16 3) Complete units of repetitively used products color/texture/pattern swatches 17 and range sets 18 4) Specimens for coordination of visual effect 19 5) Graphic symbols and units of Work to be used by the City for independent 20 inspection and testing, as applicable to the Work 21 I. Do not start Work requiring a shop drawing, sample or product data nor any material to 22 be fabricated or installed prior to the approval or qualified approval of such item. 23 1. Fabrication performed, materials purchased or on -site construction accomplished 24 which does not conform to approved shop drawings and data is at the Contractor's 25 risk. 26 2. The City will not be liable for any expense or delay due to corrections or remedies 27 required to accomplish conformity. 28 3. Complete project Work, materials, fabrication, and installations in conformance 29 with approved shop drawings, applicable samples, and product data. 30 J. Submittal Distribution 31 1. Electronic Distribution 32 a. Confirm development of Project directory for electronic submittals to be 33 uploaded to City's Buzzsaw site, or another external FTP site approved by the 34 City. 35 b. Shop Drawings 36 1) Upload submittal to designated project directory and notify appropriate 37 City representatives via email of submittal posting. 38 2) Hard Copies 39 a) 3 copies for all submittals 40 b) If Contractor requires more than 1 hard copy of Shop Drawings 41 returned, Contractor shall submit more than the number of copies listed 42 above. 43 c. Product Data 44 1) Upload submittal to designated project directory and notify appropriate 45 City representatives via email of submittal posting. 46 2) Hard Copies 47 a) 3 copies for all submittals CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Faprojmts103181047-1912-0 W rk Prod12-3 SPECSIFINAL Divisi= 01\01 33 00 Submitials.dac 013300-5 SUBMITTALS Page 5 of 8 1 d. Samples 2 1) Distributed to the Project Representative 3 2. Hard Copy Distribution (if required in lieu of electronic distribution) 4 a. Shop Drawings 5 1) Distributed to the City 6 2) Copies 7 a) 8 copies for mechanical submittals 8 b) 7 copies for all other submittals 9 c) If Contractor requires more than 3 copies of Shop Drawings returned, 10 Contractor shall submit more than the number of copies listed above. 11 b. Product Data 12 1) Distributed to the City 13 2) Copies 14 a) 4 copies 15 c. Samples 16 1) Distributed to the Project Representative 17 2) Copies 18 a) Submit the number stated in the respective Specification Sections. 19 3. Distribute reproductions of approved shop drawings and copies of approved 20 product data and samples, where required, to the job site file and elsewhere as 21 directed by the City. 22 a. Provide number of copies as directed by the City but not exceeding the number 23 previously specified. 24 K. Submittal Review 25 1. The review of shop drawings, data and samples will be for general conformance 26 with the design concept and Contract Documents. This is not to be construed as: 27 a. Permitting any departure from the Contract requirements 28 b. Relieving the Contractor of responsibility for any errors, including details, 29 dimensions, and materials 30 c. Approving departures from details furnished by the City, except as otherwise 31 provided herein 32 2. The review and approval of shop drawings, samples or product data by the City 33 does not relieve the Contractor from his/her responsibility with regard to the 34 fulfillment of the terms of the Contract. 35 a. All risks of error and omission are assumed by the Contractor, and the City will 36 have no responsibility therefore. 37 3. The Contractor remains responsible for details and accuracy, for coordinating the 38 Work with all other associated work and trades, for selecting fabrication processes, 39 for techniques of assembly and for performing Work in a safe manner. 40 4. If the shop drawings, data or samples as submitted describe variations and show a 41 departure from the Contract requirements which City finds to be in the interest of 42 the City and to be so minor as not to involve a change in Contract Price or time for 43 performance, the City may return the reviewed drawings without noting an 44 exception. 45 5. Submittals will be returned to the Contractor under 1 of the following codes: 46 a. Code 1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 FAproje 1sM181047-1912-0 Wrk Prod\2-3 SPECSTINABDivisiau 01\01 33 00_Suhmittais.doc Meadow Lakes and .Ienkin Heights Sanitary Sewer Improvements City Project No. 01829 01 33 00 - 6 SUBMITTALS Page 6 of 8 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 2 comments on the submittal. 3 a) When returned under this code the Contractor may release the 4 equipment and/or material for manufacture. 5 b. Code 2 6 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 7 the notations and comments IS NOT required by the Contractor. 8 a) The Contractor may release the equipment or material for manufacture; 9 however, all notations and comments must be incorporated into the 10 final product. 11 c. Code 3 12 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 13 assigned when notations and comments are extensive enough to require a 14 resubmittal of the package. 15 a) The Contractor may release the equipment or material for manufacture; 16 however, all notations and comments must be incorporated into the 17 final product. 18 b) This resubmittal is to address all comments, omissions and 19 non -conforming items that were noted. 20 c) Resubmittal is to be received by the City within 15 Calendar Days of 21 the date of the City's transmittal requiring the resubmittal. 22 d. Code 4 23 1) "NOT APPROVED" is assigned when the submittal does not meet the 24 intent of the Contract Documents. 25 a) The Contractor must resubmit the entire package revised to bring the 26 submittal into conformance. 27 b) It may be necessary to resubmit using a different manufac(urer/vendor 28 to meet the Contract Documents. 29 6. Resubmittals 30 a. Handled in the same manner as first submittals 31 1) Corrections other than requested by the City 32 2) Marked with revision triangle or other similar method 33 a) At Contractor's risk if not marked 34 b. Submittals for each item will be reviewed no more than twice at the City's 35 expense. 36 1) All subsequent reviews will be performed at times convenient to the City 37 and at the Contractor's expense, based on the City's or City 38 Representative's then prevailing rates. 39 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 40 all such fees invoiced by the City. 41 c. The need for more than 1 resubmission or any other delay in obtaining City's 42 review of submittals, will not entitle the Contractor to an extension of Contract 43 Time. 44 7, Partial Submittals 45 a. City reserves the right to not review submittals deemed partial, at the City's 46 discretion. 47 b. Submittals deemed by the City to be not complete will be returned to the 48 Contractor, and will be considered "Not Approved" until resubmitted. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F;\proje ls\0318\047-19 M Wrk Prod\2-3 SPFCSTMADDivision 01\01 33 00 Submittais.doc 013300-7 SUBMITTALS Page 7 of 8 1 c. The City may at its option provide a list or mark the submittal directing the 2 Contractor to the areas that are incomplete. 3 8. If the Contractor considers any correction indicated on the shop drawings to 4 constitute a change to the Contract Documents, then written notice must be 5 provided thereof to the City at least 7 Calendar Days prior to release for 6 manufacture. 7 9. When the shop drawings have been completed to the satisfaction of the City, the 8 Contractor may carry out the construction in accordance therewith and no further 9 changes therein except upon written instructions from the City. 10 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 11 following receipt of submittal by the City. 12 L. Mock ups 13 1. Mock Up units as specified in individual Sections, include, but are not necessarily 14 limited to, complete units of the standard of acceptance for that type of Work to be 15 used on the Project. Remove at the completion of the Work or when directed. 16 M. Qualifications 17 1. If specifically required in other Sections of these Specifications, submit a P.E. 18 Certification for each item required. 19 N. Request for Information (RF1) 20 1. Contractor Request for additional information 21 a. Clarification or interpretation of the contract documents 22 b. When the Contractor believes there is a conflict between Contract Documents 23 c. When the Contractor believes there is a conflict between the Drawings and 24 Specifications 25 1) Identify the conflict and request clarification 26 2. Use the Request for Information (RFI) form provided by the City. 27 3. Numbering of RFI 28 a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and 29 increasing sequentially with each additional transmittal. 30 4. Sufficient information shall be attached to permit a written response without further 31 information. 32 5. The City will log each request and will review the request. 33 a. If review of the project information request indicates that a change to the 34 Contract Documents is required, the City will issue a Field Order or Change 35 Order, as appropriate. 36 1.5 SUBMITTALS [NOT USED] 37 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 38 1.7 CLOSEOUT SUBMITTALS [NOT USED] 39 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 40 1.9 QUALITY ASSURANCE [NOT USED] 41 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Sprojxl9403181097-1912-0 Wrk NAQ-3 SPECSTINAUDivision 0IN01 33 00_SubmittalsAc 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 I4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 A Johnson 1.4.K.8. Working Days modified to Calendar Days 7 013300-8 SUBMITTALS Page 8 of 8 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojecisl03181047-1912-0 Wrk I'rudi2-3 SPECSTINADDivision 01\01 33 00 Sulnnittals.doc I r t 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 01 3513 -1 SPECIAL. PROJECT PROCEDURES Page 1 of 8 SECTION 013513 SPECIAL PROJECT PROCEDURES A. Section Includes: 1. The procedures for special project circumstances that includes, but is not limited to: a. Coordination with the Texas Department of Transportation b. Work near High Voltage Lines c. Confined Space Entry Program d. Air Pollution Watch Days e. Use of Explosives, Drop Weight, Etc. f. Water Department Notification g. Public Notification Prior to Beginning Construction h. Coordination with United States Army Corps of Engineers i. Coordination within Railroad permits areas j. Dust Control k. Employee Parking 1. (Coordination with North Central Texas Council of Governments Clean Construction Specification [remove if not required]] B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 33 12 25 — Connection to Existing Water Mains 26 1.2 PRICE AND PAYMENT PROCEDURES 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Measurement and Payment 1. Coordination within Railroad permit areas a. Measurement 1) Measurement for this Item will be by lump sum. b. Payment 1) The work performed and materials furnished in accordance with this Item will be paid for at the lump sum price bid for Railroad Coordination. c. The price bid shall include: 1) Mobilization 2) Inspection 3) Safety training 4) Additional Insurance 5) Insurance Certificates CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 PA\pmjc=\fl3181047-M2-0 wrk Pra&2-3 SPECSTINADDivision 01TI 35 13_Spccist Project ProceduresAoc 01 35 13-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 6) Other requirements associated with general coordination with Railroad, 2 including additional employees required to protect the right-of-way and 3 property of the Railroad from damage arising out of and/or from the 4 construction of the Project. 5 2. Railroad Flagmen 6 a. Measurement 7 1) Measurement for this Item will be per working day. 8 b. Payment 9 1) The work performed and materials furnished in accordance with this Item 10 will be paid for each working day that Railroad Flagmen are present at the 11 Site. 12 c. The price bid shall include: 13 1) Coordination for scheduling flagmen 14 2) Flagmen 15 3) Other requirements associated with Railroad 16 3. All other items 17 a. Work associated with these Items is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 1.3 REFERENCES 20 A. Reference Standards 21 1. Reference standards cited in this Specification refer to the current reference 22 standard published at the time of the latest revision date logged at the end of this 23 Specification, unless a date is specifically cited. 24 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 25 High Voltage Overhead Lines, 26 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 27 Specification 28 1.4 ADMINISTRATIVE REQUIREMENTS 29 A. Coordination with the Texas Department of Transportation 30 1. When work in the right-of-way which is under the jurisdiction of the Texas 31 Department of Transportation (TxDOT): 32 a. Notify the Texas Department of Transportation prior to commencing any work 33 therein in accordance with the provisions of the permit 34 b. All work performed in the TxDOT right-of-way shall be performed in 35 compliance with and subject to approval from the Texas Department of 36 Transportation 37 B. Work near High Voltage Lines 38 1. Regulatory Requirements 39 a. All Work near High Voltage Lines (more than 600 volts measured between 40 conductors or between a conductor and the ground) shall be in accordance with 41 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 42 2. Warning sign 43 a. Provide sign of sufficient size meeting all OSHA requirements. CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lpmjec1s103181047-1912-0 Wrk Prod12-3 SPFCSlF1NN.5llivisiou O1101 35 13_Special Project Proecdu= doe 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 3. Equipment operating within 10 feet of high voltage Iines will require the following 2 safety features 3 a. Insulating cage -type of guard about the boom or arm 4 b. Insulator links on the lift hook connections for back hoes or dippers 5 c. Equipment must meet the safety requirements as set forth by OSHA and the 6 safety requirements of the owner of the high voltage lines 7 4. Work within 6 feet of high voltage electric lines 8 a. Notification shall be given to: 9 1) The power company (example: ONCOR) 10 a) Maintain an accurate log of all such calls to power company and record 11 action taken in each case. 12 b. Coordination with power company 13 1) After notification coordinate with the power company to: 14 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 15 lower the lines 16 c. No personnel may work within 6 feet of a high voltage line before the above 17 requirements have been met. 18 C. Confined Space Entry Program 19 1. Provide and follow approved Confined Space Entry Program in accordance with 20 OSHA requirements. 21 2. Confined Spaces include: 22 a. Manholes 23 b. All other confined spaces in accordance with OSHA's Permit Required for 24 Confined Spaces 25 D. Air Pollution Watch Days 26 1. General 27 a. Observe the following guidelines relating to working on City construction sites 28 on days designated as "AIR POLLUTION WATCH DAYS". 29 b. Typical Ozone Season 30 1) May 1 through October 31. 31 c. Critical Emission Time 32 1) 6:00 a.m. to 10:00 a.m. 33 2. Watch Days 34 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 35 with the National Weather Service, will issue the Air Pollution Watch by 3:00 36 p.m. on the afternoon prior to the WATCH day. 37 b. Requirements 38 1) Begin work after 10.00 a.m. whenever construction phasing requires the 39 use of motorized equipment for periods in excess of 1 hour. 40 2) However, the Contractor may begin work prior to 10:00 a.m. if. 41 a) Use of motorized equipment is less than I hour, or 42 b) If equipment is new and certified by EPA as "Low Emitting", or 43 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 44 alternative fuels such as CNG. 45 E. TCEQ Air Permit 46 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 V:lprojec003181047-1912-0 Wyk Prod52-3 SPECSWINAbDivision 01\01 35 13_Special Project Procedure .doc 01 35 13-4 SPECIAL PROJECT PROCEDURES Page 4 of S 1 F. Use of Explosives, Drop Weight, Etc. 2 1. When Contract Documents permit on the project the following will apply: 3 a. Public Notification 4 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 5 prior to commencing. 6 2) Minimum 24 hour public notification in accordance with Section 01 31 13 7 G. Water Department Coordination 8 1. During the construction of this project, it will be necessary to deactivate, for a 9 period of time, existing lines. The Contractor shall be required to coordinate with 10 the Water Department to determine the best times for deactivating and activating I those lines. 12 2. Coordinate any event that will require connecting to or the operation of an existing 13 City water line system with the City's representative. 14 a. Coordination shall be in accordance with Section 33 12 25. 15 b. If needed, obtain a hydrant water meter from the Water Department for use 16 during the life of named project. 17 c. In the event that a water valve on an existing live system be turned off and on 18 to accommodate the construction of the project is required, coordinate this 19 activity through the appropriate City representative. 20 1) Do not operate water Iine valves of existing water system. 21 a) Failure to comply will render the Contractor in violation of Texas Penal 22 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 23 will be prosecuted to the full extent of the law. 24 b) In addition, the Contractor will assume all liabilities and 25 responsibilities as a result of these actions. 26 H. Public Notification Prior to Beginning Construction 27 1. Prior to beginning construction on any block in the project, on a block by block 28 basis, prepare and deliver a notice or flyer of the pending construction to the front 29 door of each residence or business that will be impacted by construction. The notice 30 shall be prepared as follows; 31 a. Post notice or flyer 7 days prior to beginning any construction activity on each 32 block in the project area. 33 1) Prepare flyer on the Contractor's letterhead and include the following 34 information: 35 a) Name of Project 36 b) City Project No {CPI) 37 c) Scope of Project (i.e. type of construction activity) 38 d) Actual construction duration within the block 39 e) Name of the contractor's foreman and phone number 40 f) Name of the City's inspector and phone number 41 g) City's after-hours phone number 42 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 43 A. 44 3) Submit schedule showing the construction start and finish time for each 45 block of the project to the inspector. 46 4) Deliver flyer to the City Inspector for review prior to distribution. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAproje ts103181047-M2-0 Wrk Predl2-3 SPLCSTINADDMaion GIM 35 13_-Special Pmjwt Procedures.doc i i 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 b. No construction will be allowed to begin on any block until the flyer is 2 delivered to all residents of the block. 3 I. Public Notification of Temporary Water Service Interruption during Construction 4 1. In the event it becomes necessary to temporarily shut down water service to 5 residents or businesses during construction, prepare and deliver a notice or flyer of 6 the pending interruption to the front door of each affected resident. 7 2. Prepared notice as follows: 8 a. The notification or flyer shall be posted 24 hours prior to the temporary 9 interruption. 10 b. Prepare flyer on the contractor's letterhead and include the following 11 information: 12 1) Name of the project 13 2) City Project Number 14 3) Date of the interruption of service 15 4) Period the interruption will take place 16 5) Name of the contractor's foreman and phone number 17 6) Name of the City's inspector and phone number 18 c. A sample of the temporary water service interruption notification is attached as 19 Exhibit B. 20 d. Deliver a copy of the temporary interruption notification to the City inspector 21 for review prior to being distributed. 22 e. No interruption of water service can occur until the flyer has been delivered to 23 all affected residents and businesses. 24 f. Electronic versions of the sample flyers can be obtained from the Project 25 Construction Inspector. 26 J. Coordination with United States Army Corps of Engineers (USACE) 27 1. At locations in the Project where construction activities occur in areas where 28 USACE permits are required, meet all requirements set forth in each designated 29 permit. 30 K. Coordination within Railroad Permit Areas 31 1. At locations in the project where construction activities occur in areas where 32 railroad permits are required, meet all requirements set forth in each designated 33 railroad permit. This includes, but is not limited to, provisions for: 34 a. Flagmen 35 b. Inspectors 36 c. Safety training 37 d. Additional insurance 38 e. Insurance certificates 39 f. Other employees required to protect the right-of-way and property of the 40 Railroad Company from damage arising out of and/or from the construction of 41 the project. Proper utility clearance procedures shall be used in accordance 42 with the permit guidelines. 43 2. Obtain any supplemental information needed to comply with the railroad's 44 requirements. 45 3. Railroad Flagmen CITY OF FORT WORTH Meadow Lakes and Jenkin Heigbts Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F-\Projccts103181047-1912-0 Wrk Prod52-3 SPECSWINALUvision M01 35 13_Spccial Protect Procedures.doc 0135 13 -6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 a. Submit receipts to City for verification of working days that railroad flagmen 2 were present on Site. 3 L. Dust Control 4 1. Use acceptable measures to control dust at the Site. 5 a. If water is used to control dust, capture and properly dispose of waste water. 6 b. If wet saw cutting is performed, capture and properly dispose of slurry. 7 M. Employee Parking 8 1. Provide parking for employees at locations approved by the City. 9 N: {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 10 Construction Specification [if required for the project — verify with City] 11 1. Comply with equipment, operational, reporting and enforcement requirements set 12 forth in NCTCOG's Clean Construction Specification.) 13 1.5 SUBMITTALS [NOT USED] 14 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 19 QUALITY ASSURANCE [NOT USED] 18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12. WARRANTY [NOT USED] 21 PART 2 - PRODUCTS [NOT USED] 22 PART 3 - EXECUTION [NOT USED] 23 END OF SECTION 24 Revision Log DATE NAME SUNMIARY OF CHANGE 1.4.13 — Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit 25 CITY OF FORT WORTH Meadow Lakes and Jenkin Heigbts Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprcjm(s103181047-1912-0 Wrk Prod12-3 SPECSTINAUDivisim 01\01 35 13_Special Project Procedures.doc 0 r 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 DI3513-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LIKES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENTS AT ¢TELEPHONE NO> •O Mr. <CITY INSPECTOR, AT [ TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojects103181047-1912-0 Wrk Prod12-3 SPECSWENAT Division 01\01 35 13_Spedal Project Pracedures.doc 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B 2 4 ORT �018T DOE NO. xxxx NOTICE OF TEMPORARY WATER SERVICE INTERRUMION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lproie ts103181047-M2-0 Wrk Prod12-3 SPECSTWAUbivision 01W] 35 13 .Special Project Pmc dure .doc r 9 01 45 23 - 1 TESTING AND INSPECTION SERVICES Page 1 of 2 1 ,SECTION 0145 23 2 TESTING AND INSPECTION SERVICES �7�:71-liltei �►1 �1.71 �l 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) If the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City, notify City, sufficiently 31 in advance, when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH Meadow Lakes and Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 Fapmjecis103181047-19\2-0 Wrk ProdQ-3 SP1=CSIFWAL1Division 01101 45 23_Tcsling and Inspecuan Sc icm.doc 01 45 23 - 2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 19 QUALITY ASSURANCE [NOT USED] 23 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION Revision Log 29 DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FApmje t9M181047-1%2-0 Wrk PrudV-3 SPECSTINAL\Division 0110i 45 23_Tming and rnspuctioa Se is .dec 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements r 18 1.2 PRICE AND PAYMENT PROCEDURES l 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1. Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel, power, light, heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 R: pmjects503181047-1912-0 Wrk Prod12-3 SPECSWINALOWision 01\01 5000 Temporary Facilities and ConhoLdoc 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 1) Contact City 1 week before water for construction is desired 2 d. Contractor Payment for Construction Water 3 1) Obtain construction water meter from City for payment as billed by City's 4 established rates. 5 3. Electricity and Lighting 6 a. Provide and pay for electric powered service as required for Work, including 7 testing of Work. 8 1) Provide power for lighting, operation of equipment, or other use. 9 b. Electric power service includes temporary power service or generator to 10 maintain operations during scheduled shutdown. 11 4. Telephone 12 a. Provide emergency telephone service at Site for use by Contractor personnel 13 and others performing work or furnishing services at Site. 14 5. Temporary Heat and Ventilation 15 a. Provide temporary heat as necessary for protection or completion of Work. 16 b. Provide temporary heat and ventilation to assure safe working conditions. 17 B. Sanitary Facilities 18 1. Provide and maintain sanitary facilities for persons on Site. 19 a. Comply with regulations of State and local departments of health. 20 2. Enforce use of sanitary facilities by construction personnel at job site. 21 a. Enclose and anchor sanitary facilities. 22 b. No discharge will be allowed from these facilities. 23 c. Collect and store sewage and waste so as not to cause nuisance or health 24 problem. 25 d. Haul sewage and waste off -site at no less than weekly intervals and properly 26 dispose in accordance with applicable regulation. 27 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 28 4. Remove facilities at completion of Project 29 C. Storage Sheds and Buildings 30 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 31 above ground level for materials and equipment susceptible to weather damage. 32 2. Storage of materials not susceptible to weather damage may be on blocks off 33 ground. 34 3. Store materials in a neat and orderly manner. 35 a. Place materials and equipment to permit easy access for identification, 36 inspection and inventory. 37 4. Equip building with lockable doors and lighting, and provide electrical service for 38 equipment space heaters and heating or ventilation as necessary to provide storage 39 environments acceptable to specified manufacturers. 40 5. Fill and grade site for temporary structures to provide drainage away from 41 temporary and existing buildings. 42 6. Remove building from site prior to Final Acceptance. 43 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised July 1, 2011 F:Iprojeds103181047-19\2-0 Wrk Pwd12-3 SPECSTJNAL1Division O D01 50 00 Temporary Facilities and ConUUdoc 0 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 D. Temporary Fencing 2 1. Provide and maintain for the duration or construction when regdired in contract 3 documents 4 E. Dust Control 5 1. Contractor is responsible for maintaining dust control through the duration of the 6 project. 7 a. Contractor remains on -call at all times 8 b. Must respond in a timely manner 9 F. Temporary Protection of Construction 10 1. Contractor or subcontractors are responsible for protecting Work from damage due 11 to weather. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 14 1.9 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION [NOT USED] 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. Temporary Facilities 27 1. Maintain all temporary facilities for duration of construction activities as needed. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:Sprojecis103l9\047-19r2-0 Wrk Proc[U-3 SPECSSFINALDivision 01101 50 00 Temporary Facilities and Control.doc 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR] / [RESTORATION] 2 3.6 RE -INSTALLATION 3 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work, to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION [NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 16 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lprojec A3181047-1952-0 Wrk Pmd12-3 SFPCSTMADDivision 01101 50 00_Te porary FaciGlim and Control.doc Q15526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART 1 - GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 3. Section 34 71 13 — Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings, provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings, prepare traffic 32 control plans in accordance with Section 34 71 13 and submit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control, a City Street Use Permit is required. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lpwjeciSW3181047-19U-0 W& Prod12-3 SPECSTWALSDivision 01501 5S 26_Su'em Use PcrmiLdm 0155 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 a. To obtain Street Use Permit, submit Traffic Control Plans to City 2 Transportation and Public Works Department. 3 1) Allow a minimum of 5 working days for permit review. 4 2) Contractor's responsibility to coordinate review of Traffic Control plans for 5 Street Use Permit, such that construction is not delayed. 6 C. Modification to Approved Traffic Control 7 1. Prior to installation traffic control: 8 a. Submit revised traffic control plans to City Department Transportation and 9 Public Works Department, 10 1) Revise Traffic Control plans in accordance with Section 34 71 13, 11 2) Allow minimum 5 working days for review of revised Traffic Control. 12 3) It is the Contractor's responsibility to coordinate review of Traffic Control 13 plans for Street Use Permit, such that construction is not delayed. 14 D. Removal of Street Sign 15 1. If it is determined that a street sign must be removed for construction, then contact 16 City Transportation and Public Works Department, Signs and Markings Division to 17 remove the sign. 18 E. Temporary Signage 19 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 20 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 21 Devices (MUTCD). 22 2. Install temporary sign before the removal of permanent sign. 23 3. When construction is complete, to the extent that the permanent sign can be 24 reinstalled, contact the City Transportation and Public Works Department, Signs 25 and Markings Division, to reinstall the permanent sign. 26 R. Traffic Control Standards 27 1. Traffic Control Standards can be found on the City's Buzzsaw website. CITY OF FORT WORTH Meadow Takes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised July 1, 2011 Fapmje Ls103181047-1912-0 Wrk Pmd12-3 SPLCSTINAMvision 0i101 55 26 Street Use Pennk.doc of 55 26 - 3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS INOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 111 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY INOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 0 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:\projm0031KQ47-19\2-0 wrk Prun-3 SPECSTWAUDivisim O1\O] 55 26 Street Use Pe it.dvu 01 57 13-1 STORM WATER POLLUTION PREVENTION Pagel of 3 I SECTION 01 5713 2 STORM WATER POLLUTION PREVENTION 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes- 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the 11 Contract 12 2. Division 1 --- General Requirements 13 3. Section 3125 00 —Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance r 17 a. Work associated with this Item is considered subsidiary to the various Items \ 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than i acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:Vmjects10313\047-19V-0 Wrk Prod12-3 SPFCSIFINAI,'Division 01101 57 13_Storm Water Pollution Pmveation.doc 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 I. Contractor is responsible for resolution and payment of any fines issued associated 2 with compliance to Stormwater Pollution Prevention Plan. 3 B. Construction Activities resulting in: 4 1. Less than 1 acre of disturbance 5 a. Provide erosion and sediment control in accordance with Section 3125 00 and 6 Drawings. 7 2. 1 to less than 5 acres of disturbance 8 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 9 Permit is required 10 b. Complete SWPPP in accordance with TCEQ requirements 11 1) TCEQ Small Construction Site Notice Required under general permit 12 TXR150000 13 a) Sign and post at job site 14 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 15 Transportation and Public Works, Environmental Division, (817) 392- 16 6088. 17 2) Provide erosion and sediment control in accordance with: 18 a) Section 3125 00 19 b) The Drawings 20 c) TXR150000 General Permit 21 d) SWPPP 22 c) TCEQ requirements 23 3. 5 acres or more of Disturbance 24 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 25 Permit is required 26 b. Complete SWPPP in accordance with TCEQ requirements 27 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 28 a) Sign and post at job site 29 b) Send copy to City Department of Transportation and Public Works, 30 Environmental Division, (817) 392-6088. 31 2) TCEQ Notice of Change required if making changes or updates to NOI 32 3) Provide erosion and sediment control in accordance with: 33 a) Section 3125 00 34 b) The Drawings 35 c) TXR150000 General Permit 36 d) SWPPP 37 e) TCEQ requirements 38 4) Once the project has been completed and all the closeout requirements of 39 TCEQ have been met a TCEQ Notice of Termination can be submitted. 40 a) Send copy to City Department of Transportation and Public Works, 41 Environmental Division, (817) 392-6088, 42 1.5 SUBMITTALS 43 A. SWPPP 44 1. Submit in accordance with Section 01 33 00, except as stated herein. 45 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 46 as follows: 47 1) 1 copy to the City Project Manager CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lprojects103181047-]W-0 Wrk Prod12-3 SPECSIFINAVDMsion 01101 57 l3 Storer Water Pollation Prevmlion.doc 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 a) City Project Manager will forward to the City Department of 1 2 Transportation and Public Works, Environmental Division for review 3 B. Modified SWPPP 4 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 5 in accordance with Section 01 33 00. 6 1.6 ACTION SUBMITTALSANI+ORMATIONAL SUBMITTALS [NOT USED] 7 1.7 CLOSEOUT SUBMITTALS [NOT USED] 8 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 9 1.9 QUALITY ASSURANCE [NOT USED] 10 110 DELIVERY, STORAGE, AND HANDLING [NOT USED] 11 1.11 FIELD [SITE] CONDITIONS [NOT USED] 12 1.12 WARRANTY [NOT USED] 13 PART 2 - PRODUCTS [NOT USED] 14 PART 3 - EXECUTION [NOT USED] 15 END OF SECTION 16 17 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FAprojects103181041-1912-0 Wrk ProdU-3 SPECSTINALVDivision 01\01 51 l3_Slom Water Pollution Prevention.doc 1 1 A 015813-1 TEMPORARY PROJECT SIGNAGE Page 1 of 3 1 SECTION 0158 13 2 TEMPORARY PROJECT SIGNAGE 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily Iimited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division I --- General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED loR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F-IprojuuS\03181047-19S2-0 WA NodV-3 SPL'CSTINALMivision 01\01 58 13 Tanpormy Projocl Signap—doc 01 58 13 - 2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 1. Provide free standing Project Designation Sign in accordance with City's Standard 2 Details for project signs. 3 B. Materials 4 1. Sign 5 a. Constructed of N-inch fir plywood, grade A-C (exterior) or better 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 31 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 INSTALLATION 13 A. General 14 1. Provide vertical installation at extents of project. 15 2. Relocate sign as needed, upon request of the City. 16 B. Mounting options 17 a. Skids 18 b. Posts 19 c. Barricade 20 3.5 REPAIR / RESTORATION [NOT USED] 21 3.6 RE -INSTALLATION [NOT USED] 22 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 3.11 CLOSEOUT ACTIVITIES [NOT USED] 27 3.12 PROTECTION [NOT USED] 28 3.13 MAINTENANCE 29 A. General 30 1. Maintenance will include painting and repairs as needed or directed by the City. 31 314 ATTACHMENTS [NOT USED] 32 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 1,':lpmjects103I81047-19\2-0 Wrk Prod\2-3 SPECS\FFNAUDivision 01101 " 13_Temporary Proie t Signage.dec 01 58 13 - 3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July I, 2011 PAproject03181047-M2-0 Wrk 11rWV-3 SPECSTINAL\Division OMI 58 13 Temporary Project Signage &c 016000-1 PRODUCT REQUIREMENTS Page I of 2 k 1 SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. References for Product Requirements and City Standard Products List 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. ResourcesNO2 - Construction DocumentslStandard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer. are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:4prpjects\0313\047-19\2-0 Wyk Prod\2-3 SPECS\FINALUvision 0001 60 00_Product XNuixemums.doc 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 01 60 00 - 2 PRODUCT REQUIREMENTS Page 2 of 2 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised December 20, 2012 F:lprojects103185047-1912-0 Wrk Prod\2-3 SPECSTINAUDivision 01101 60 00_Produet Requirements.doc 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 ti 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS a 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2- Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH Meadow Lakes and Jenkin Heigbts Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FApmje 1A03181047-19Q-0 Wrk ProdU-3 SPECSIFINAL\Division 01\01 66 00_Product Storage and Handling Requiremmts.doc 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FAlprojwts1031SW47-19V-0WrkFrcd\2-3SPECSTTHAUDivision011016600PzoduciStoragemdHandlingRNair ents.doc 01 6600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 i 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS INOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [oR1 SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 CITY OF FORT WORTH Meadow lakes and Jenkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:Sprcjws5031=47-19Q-0 wrk Prod52-3 SPECSTINAUDivision 01 \01 66 00_Prodact Storage and Handling Regvitc ents.doc 01 66 00 - 4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F Nprojects103181047-1912-0 Wrk Prod12-3 SPECMNAMvision 01101 66 00_Product Storage and Handling Requirements.doe 017000-I MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION Of 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART 1 _ GENERAL. Ci��YU.u•.Iu.►�:i•1 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:\pmjoets10318\047-191\2-DWxkProd52-3 SPLCS\FINALUvision 01\01 70 00_Mobilization and Remobilization.doc 017000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 a. Mobilization and Demobilization 2 1) Mobilization shall consist of the activities and cost on a Work Order basis 3 necessary for: 4 a) Transportation of Contractor's personnel, equipment, and operating 5 supplies to the Site for the issued Work Order. 6 b) Establishment of necessary general facilities for the Contractor's 7 operation at the Site for the issued Work Order 8 2) Demobilization shall consist of the activities and cost necessary for: 9 a) Transportation of Contractor's personnel, equipment, and operating 10 supplies from the Site including disassembly for each issued Work 11 Order 12 b) Site Clean-up for each issued Work Order 13 c) Removal of all buildings or other facilities assembled at the Site for 14 each Work Oder 15 b. Mobilization and Demobilization do not include activities for specific items of 16 work for which payment is provided elsewhere in the contract. 17 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 18 a. A Mobilization for Miscellaneous Projects when directed by the City and the 19 mobilization occurs within 24 hours of the issuance of the Work Order. 20 B. Deviations from this City of Fort Worth Standard Specification 21 1. None. 22 C. Related Specification Sections include, but are not necessarily limited to: 23 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 24 2. Division I — General Requirements 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Mobilization and Demobilization 28 a. Measure 29 1) This Item is considered subsidiary to the various Items bid. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 are subsidiary to the various Items bid and no other compensation will be 33 allowed. 34 2. Remobilization for suspension of Work as specifically required in the Contract 35 Documents 36 a. Measurement 37 1) Measurement for this Item shall be per each remobilization performed. 38 b. Payment 39 1) The work performed and materials furnished in accordance with this Item 40 and measured as provided under "Measurement" will be paid for at the unit 41 price per each "Specified Remobilization" in accordance with Contract 42 Documents. 43 c. The price shall include: 44 1) Demobilization as described in Section 1.I.A.2.a.1) 45 2) Remobilization as described in Section 1.I.A.2.a.2) CITY OF FORT WORTH Meadow Ickes and 7enkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 1,':lprojWs103181047-1912-0 Wrk Pradt2-3 SPECSTINALBivision 01101 70 00 Nlabilizatim and Remobilizatian.doc 01 70 00 - 3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 d. No payments will be made for standby, idle time, or lost profits associated this 2 Item. 3 3. Remobilization for suspension of Work as required by City 4 a. Measurement and Payment 5 1) This shall be submitted as a Contract Claim in accordance with Article 10 6 of Section 00 72 00. 7 2) No payments will be made for standby, idle time, or lost profits associated 8 with this Item. 9 4. Mobilizations and Demobilizations for Miscellaneous Projects 10 a. Measurement 11 1) Measurement for this Item shall be for each Mobilization and 12 Demobilization required by the Contract Documents 13 b. Payment 14 1) The Work performed and materials furnished in accordance with this Item 15 and measured as provided under "Measurement" will be paid for at the unit 16 price per each "Work Order Mobilization" in accordance with Contract 17 Documents. Demobilization shall be considered subsidiary to mobilization 18 and shall not be paid for separately. 19 c. The price shall include: 20 1) Mobilization as described in Section LLA.3.a.1) 21 2) Demobilization as described in Section 1. I .A.3.a.2) 22 d. No payments will be made for standby, idle time, or lost profits associated this 23 Item. 24 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 25 a. Measurement 26 1) Measurement for this Item shall be for each Mobilization and 27 Demobilization required by the Contract Documents 28 b. Payment 29 1) The Work performed and materials furnished in accordance with this Item 30 and measured as provided under "Measurement" will be paid for at the unit 31 price per each "Work Order Emergency Mobilization" in accordance with 32 Contract Documents. Demobilization shall be considered subsidiary to 33 mobilization and shall not be paid for separately. 34 c. The price shall include 35 1) Mobilization as described in Section 1.LAA.a) 36 2) Demobilization as described in Section I.I.A.3.a.2) 37 d. No payments will be made for standby, idle time, or lost profits associated this 39 Item. 39 1.3 REFERENCES [NOT USED] 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS [NOT USED] 42 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] 44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY Or, FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F-AprajectskOMM047-19U-0 Wrk ProdQ-3 SPECSWINAUDivision 01101 7000_Mobilimlion and Remobilization.doc 0I 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2 - PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED] 7 END OF SECTION 8 wl Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 0 1829 Revised December 20, 2012 F:IprojWsU18%047-19\2-0 Wrk Prod12-3 SPECST4NALMivision 01V01 7000 Mobilisation and Remobilizadon,dw I 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 01 7123 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. Measurement and Payment 9 a. Construction Staking 10 1) Measurement 11 a) This Item is to be measured by Lump Suns. 12 2) Payment 13 a) The work performed and the materials furnished in accordance with this 14 Item are to be compensated per unit bid price shown in the bid proposal. 15 b. Construction Survey 16 1) Measurement 17 a) This Item is to be measured by Lump Sum. 18 2) Payment 19 a) The work performed and the materials furnished in accordance with this 20 Item are to be compensated per unit bid price shown in the bid proposal. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 C. Measurement and Payment 26 1. Construction Staking; 27 a. measufefflm 28 i) -r�ia 14e ; eonsider-ed siibs;a; . t the . s Items bid-. 29 b. Paymen 30 1) The work perfefined and the materiWc. %raichod in rou=Aaa e..R hi 31 •'Urigus Timid and no & W 33 34 35 1) THo item : eensidef:A � rim arr,, ie the . s items bid. 36 b. Tkayment 37 1) ThO V19FIE PeFf Ymoa afid thO Mat furriahsd-is =cmdtvwe 38 Rim_ air rxa1_vi4iafy4e--tkc v ►•iol,:a M)ms bid and no ether- eemp-e—n-sation be 39 allowed. 40 3. As -Built Survey 41 a. Measurement CITY OF FORT WORTH Meadow Lakes and .Ienkin heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised August 31, 2017 F:\projects\0318\047-19\2-0 Wrk Prod12-3 SPECS1FiNALIDivision 01101 71 23_Construction Staking and Survey.doc 017123-2 CONSTRUCTION STAYING AND SURVEY Page 2 of S 1 1) This Item is considered subsidiary to the various Items bid. 2 b. Payment 3 1) The work performed and the materials furnished in accordance with this 4 Item are subsidiary to the various Items bid and no other compensation will be 5 allowed. 6 1.3 REFERENCES 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 A. Definitions 1. Construction Survev - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survev —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Stakinu — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking casements and/or right of way if indicated on the plans. 4. Survev "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) — 01 71 23,16.01— Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website) — 01 71 23.16.02_Attachment B—Survey Data Collector Library.fxl. 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 30 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 31 1.5 SUBMITTALS 32 A. Submittals, if required, shall be in accordance with Section 01 33 00. 33 B. All submittals shall be received and reviewed by the City prior to delivery of work. 34 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 35 A. Field Quality Control Submittals 36 1. Documentation verifying accuracy of field engineering work, including coordinate 37 conversions if plans do not indicate grid or ground coordinates. 38 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 39 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards. Contractor 40 shall submit an updated Construction As -built Spreadsheet with the second partial 41 payment request each month. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised August 31, 2017 R\projects103181047-1912-0 Wrk Prod12-3 SPECSIFINAL\Division 01101 71 23_Construction Staking and Survey.doc 01 7123 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 3. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 2 constructed improvements during the progress of the construction signed and 3 sealed by RPLS responsible for the work. 4 1.7 CLOSEOUT SUBMITTALS 5 B. As -built Redline Drawing Submittal 6 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 7 constructed improvements after the construction is completed signed and sealed 8 by RPLS responsible for the work. 9 2. Contractor shall submit the proposed as -built and completed redline drawing 10 submittal 1 week prior to scheduling the project final for City review and comment. 11 Revisions, if necessary, shall be made to the as -built redline drawings and 12 resubmitted to the City prior to scheduling the construction final. 13 1.8 MAINTENANCE MATERIAL SUBMITTALS (NOT USED] 14 1.9 QUALITY ASSURANCE 15 A. Construction Staking 16. 1. Construction staking will be performed by the Contractor. 17 2. Coordination 18 a. Contact City's Project Representative at least one week in advance notifying 19 the City of when Construction Staking is scheduled. 20 b. It is the Contractor's responsibility to coordinate staking such that 21 construction activities are not delayed or negatively impacted. 22 3. General 23 a. Contractor is responsible for preserving and maintaining stakes. If City 24 surveyors are required to re -stake for any reason, the Contractor will be 25 responsible for costs to perform staking. If in the opinion of the City, a 26 sufficient number of stakes or markings have been lost, destroyed disturbed or 27 omitted that the contracted Work cannot take place then the Contractor will be 28 required to stake or re -stake the deficient areas. 29 B. Construction Survey 30 1. Construction Survey will be performed by the Contractor. 31 2. Coordination 32 a. Contractor to verify that horizontal and vertical control data established in the 33 design survey and required for construction survey is available and in place. 34 3. General 35 a. Construction survey will be performed in order to construct the work shown 36 on the Construction Drawings and specified in the Contract Documents. 37 b. For construction methods other than open cut, the Contractor shall perform 38 construction survey and verify control data including, but not limited to, the 39 following: 40 1) Verification that established benchmarks and control are accurate. 41 2) Use of Benchmarks to furnish and maintain all reference lines and grades 42 for tunneling. 43 3) Use of line and grades to establish the location of the pipe. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised August 31, 2017 F:Iprcjects103181047-1912-0 Wrk Prod12-3 SPECS1FrNAL117ivision 01101 71 23_Construction Staking and Survey.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 4) Submit to the City copies of field notesused to establish all lines and grades, if requested, and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City, if requested, to verify the guidance system and the line and grade of the carrier pipe. 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. 3. General a. The Contractor shall provide as -built survey including the elevation and location (anal provide written documentation to the City) of construction features during the progress of the construction including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) Water amines (Not Applicable) a) Top ef prr J l0eations: r1�inux2 , iaeludiftg (3-)—Ca(hodio p-..feotie., test sta4;eRs (1) f/an1� ing stations (5) meter axs uts (Al r'rca) (6) FiFO lifiefi (7) Fire hydrants (9) G4evalves, (t') Plugo, s-*b cutr, dead end lin^cr, (10) Aif Re r, as (!\San ola riix, crA pipe) f11) Blow FF i (N4 4iele 1 t'a��a �G3� `l�9#;:, ��.x.uziiviv-�14:5 �2'1d -J� d) (' 2) Pmmme plam,—,'w4veff f121 l�lo „.„ , yes Pe (eaeh end) fl Sl C uA 1hRdiP feet Si tie flS CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised Augrkst 31, 2017 F;Iprojects103181047-i912-0 WrkProdl2-3 SPECSIFINAL1Division 01101 71 23—Construction Staking and Survey.doc 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b) Underground Vaults 2 (1) Rim and flowline elevations and coordinates for each 3 Underground Vault. 4 3) Sanitary Sewer 5 a) Tap of pipe elevations and coordinates for sanitary sewer lines at the 6 following locations: 7 (1) Minimum every 250 linear feet, including 8 (2) Horizontal and vertical points of inflection, curvature, 9 etc. 10 (3) Cleanouts 11 b) Manholes and Junction Structures 12 (1) Rim and flowline elevations and coordinates for each 13 manhole and junction structure. 14 4) Stormwater — Not Applicable 15 b. The Contractor shall provide as -built survey including the elevation and 16 location (and provide written documentation to the City) of construction. 17 features after the construction is completed including the following: 18 < Modify 1.9.C.3.b to list ONLY those items specific to this project that require 19 measurements to be performed after the construction is complete.> 20 1) Manholes 21 a) Rim and flowline elevations and coordinates for each manhole 22 2) amines (Not Applicable) 23 *)—Top of gip 24 t^ems 25 (1) 'N lknuar feet, ifieludiiig 27 ete, (All Fittings) 29 0) F-ampl ng sta-tiens 30 (5) Mete,.l.oxesl,,.., hs r.S.11 kz�". 31 (6) Fire lines 32 (7) Fire h ydr ants 33 (9) Gate valves 34 (9) Plugo, ot„b outs, aead end lines 35 n n�,) Air- Releaot (Maft c).c ' and vent pipe) 36 (t_1)_Blow Fes.,4..es (Nl t,e �d vahv lid) 37 (12) Praessefe plane-=v'alves 38 (,�r yes 39 (omh oral) 40 (15) G thedie tes 41 b) Underground Vaults 42 (1) Rim and flowline elevations and coordinates for each 43 Underground Vault. 44 3) Sanitary Sewer 45 a) Top of pipe elevations and coordinates for sanitary sewer Iines at the 46 following locations: 47 (1) Minimum every 250 linear feet, including 48 (2) Horizontal and vertical points of inflection, curvature, 49 etc. CITY OF FORT WORTH Meadow Lakes and )enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised August 31, 2017 F:Iprojects103181047-1912-0 Wrk Prod12-3 SPECSIFINAL1Division 01101 71 23_Constmetion Staking and Survey.doc 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 (3) Cleanouts 2 b) Manholes and Junction Structures 3 (1) Rim and flowline elevations and coordinates for each 4 manhole and junction structure. 5 4) Stormwater Not Applicable 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY 9 PART 2 - PRODUCTS 10 A. A construction survey will produce, but will not be limited to: 11 1. Recovery of relevant control points, points of curvature and points of intersection. 12 2. Establish temporary horizontal and vertical control elevations (benchmarks) 13 sufficiently permanent and located in a manner to be used throughout construction. 14 3. The location of planned facilities, casements and improvements. 15 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 16 areas, utilities, streets, highways, tunnels, and other construction. 17 b. A record of revisions or corrections noted in an orderly manner for reference. 18 c. A drawing, when required by the client, indicating the horizontal and vertical 19 location of facilities, easements and improvements, as built. 20 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 21 construction staking projects. These cut sheets shall be on the standard city template 22 which can be obtained from the Survey Superintendent (817-392-7925). 23 5. Digital survey files in the following formats shall be acceptable: 24 a. AutoCAD (.dwg) 25 b. Text File (.txt) 26 c. ESRI Shapefile (.shp) 27 d. CSV file (.csv) 28 6. Survey files shall include vertical and horizontal data tied to original project control 29 and benchmarks, and shall include feature descriptions 30 PART 3 - EXECUTION 31 3.1 INSTALLERS 32 A. Tolerances: 33 L The staked location of any improvement or facility should be as accurate as practical 34 and necessary. The degree of precision required is dependent on many factors all of 35 which must remain judgmental. The tolerances listed hereafter are based on 36 generalities and, under certain circumstances, shall yield to specific requirements. 37 The surveyor shall assess any situation by review of the overall plans and through 38 consultation with responsible parties as to the need for specific tolerances. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised August 31, 2017 F:lprojects103181047-1912-0 Wrk Prod12-3 SPECSIFINAL1Division 01101 71 23_Construction Staking and Survey.doc 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 2 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 3 1.0 ft. tolerance. 4 b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 5 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 6 walkways shall be located within the confines of the site boundaries and, 7 occasionally, along a boundary or any other restrictive line. Away from any 8 restrictive line, these facilities should be staked with an accuracy producing no 9 more than 0.05ft. tolerance from their specified locations. 10 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 11 electric lines, shall be located horizontally within their prescribed areas or 12 easements. Within assigned areas, these utilities should be staked with an 13 accuracy producing no more than 0.1 ft tolerance from a specified location. 14 e. The accuracy required for the vertical location of utilities varies widely. Many 15 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 16 should be maintained. Underground and overhead utilities on planned profile, 17 but not depending on gravity flow for performance, should not exceed 0.1 fl. 18 tolerance. 19 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 20 specifications or in compliance to standards. The City reserves the right to request a 21 calibration report at any time and recommends regular maintenance schedule be 22 performed by a certified technician every 6 months. 23 1. Field measurements of angles and distances shall be done in such fashion as to 24 satisfy the closures and tolerances expressed in Part 3.1.A. 25 2. Vertical locations shall be established from a pre -established benchmark and 26 checked by closing to a different bench mark on the same datum. 27 3. Construction survey field work shall correspond to the client's plans. Irregularities 28 or conflicts found shall be reported promptly to the City. 29 4. Revisions, corrections and other pertinent data shall be logged for future reference. 30 31 3.2 EXAMINATION [NOT USED] 32 3.3 PREPARATION [NOT USED] 33 3.4 APPLICATION 34 3.5 REPAIR / RESTORATION 35 A. If the Contractor's work damages or destroys one or more of the control 36 monuments/points set by the City, the monuments shall be adequately referenced for 37 expedient restoration. 38 39 40 41 42 43 1. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. a. Contractor shall perform replacements and/or restorations. b. The City may require at any time a survey "Field Check" of any monument or benchmarks that are set be verified by the City surveyors before further associated work can move forward. CITY OF FORT WORTH Meadow Lakes and 7cnkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01929 Revised August 31, 2017 F:lprojects103181047-1912-0 Wrk Prod12-3 SPECSIFINALIDivision 01101 71 23_Construction Staking and Survey.doc 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 1 3.6 RE -INSTALLATION [NOT USED] 2 3.7 FIELD [olz] SITE QUALITY CONTROL 3 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 4 City in accordance with this Specification. This includes casements and right of way, if 5 noted on the plans. 6 B. Do not change or relocate stakes or control data without approval from the City. 7 3.8 SYSTEM STARTUP 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 A. Survey Checks 1. The City reserves the right to perform a Survey Check at any time deemed necessary. 2. Checks by City personnel or 3rd party contracted surveyor are not intended to relieve the contractor of his/her responsibility for accuracy. 3.9 ADJUSTING jNOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE W31/2012 D.Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.I Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised August 31, 2017 F:lprcjects103181047-1912-0 Wrk Prod12-3 SPECSWINAL1Division 0110171 23_Constraction Staking and Survey.doc 0 017423-1 CLEANING Page I of 4 I SECTION 0174 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1, None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 32 92 13 —Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 PAlprojmts10319\047-1952-0 Wrk Prod52-3 SPECST1NAL1 Asion 0"1 74 23_Cleaning.doe Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements City Project No. 01829 01 74 23 - 2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 FART 2 - PRODUCTS 4 21 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lproje ls103181047-19\2-0 Wrk Prod12-3 SPECS MAVDivision 01101 74 23_Cle nino.doc 01 74 23 - 3 CLEANING Page 3 of 4 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personnel in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. CIean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13, 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 FAproje s503181047-1912-0WrkProd\2-3SPECSTFNALUNvision01\017423_Cleaning.doc Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements City Project No. 01829 1 2 3 4 5 5 7 S 9 10 01 74 23 - 4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, ligbts, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakcs and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F_IPr0jmtM3161047-19t2-0 Wrk Pra&2-3 SPECSTINADDivision 01101 74 23_Clcauiug.doc N 01 77 19 -1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 017719 2 CLOSEOUT REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised .Tiny 1, 2011 F:SprojectsW3l M047-1952-U Wrk ProdQ-3 SPECSTINAUDivision OM 77 19_Closeout Regt&r mis.doc 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 01 77 I9 - 2 CLOSEOUT REQUIREMENTS Page 2 of 3 A. Prior to requesting Final inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23, C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all'special accessories required to place each item of equipment in full operation. These special accessory items include, but are not Iimited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment CITY OF FORT WORTH Meadow lakes and Jenkin Heights Sanitary STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS g tart' Sewer Improvements City Project No. 01524 Revised July I, 2011 F:\projects10318\047-1912-OWrkPlvd\2-3SPECS\FINAL\Division0l\C1 77 19_Closeout Requiremcnts.duc 0 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 D. Notice of Project Completion 2 1. Once the City Project Representative finds the Work subsequent to Final Inspection 3 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 4 E. Supporting Documentation 5 1. Coordinate with the City Project Representative to complete the following 6 additional forms: 7 a. Final Payment Request 8 b. Statement of Contract Time 9 c. Affidavit of Payment and Release of Liens 10 d. Consent of Surety to Final Payment I I e. Pipe Report (if required) 12 £ Contractor's Evaluation of City 13 g. Performance Evaluation of Contractor 14 F. Letter of Final Acceptance 15 1. Upon review and acceptance of Notice of Project Completion and Supporting 16 Documentation, in accordance with General Conditions, City will issue Letter of 17 Final Acceptance and release the Final Payment Request for payment. 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 29 DATE NAME 30 END OF SECTION Revision Log SUNB4ARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FAprojects103181047-1952-0 WrkPro&2-3 SPECSWINALWivision 0l10I 77 ]9_Closwul Requircmmis.doc 017823-1 OPERATION AND MAINTENANCE DATA Page I of 5 I SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART 1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily Iimited to: 15 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 31 32 33 34 35 36 A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 1/2 inches x 11 inches b- Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Sprojects503185047-1952-0 Wrk Prodr2-3 SPECSTNAL1Division 01101 78 23 Operation and Maintenance Daia.dac 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 c. Text: Manufacturer's printed data, or neatly typewritten d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a- Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume e. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Salutary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project: No. 01829 Revised December 20, 2012 F;lprojectA03381047-19\2-0 Wrk Pro&2-3 SPECSTINALWivision 01101 78 23_Operation and Maintenance Data.dac 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 a. Organize in consistent format under separate headings for different procedures. 2 b. Provide logical sequence of instructions of each procedure. 3 5. Copy of each warranty, bond and service contract issued 4 a. Provide information sheet for City personnel giving: 5 1) Proper procedures in event of failure 6 2) Instances which might affect validity of warranties or bonds 7 C. Manual for Materials and Finishes 8 1. Submit 5 copies of complete manual in final form. 9 2. Content, for architectural products, applied materials and finishes. 10 a. Manufacturer's data, giving full information on products 11 1) Catalog number, size, composition 12 2) Color and texture designations 13 3) Information required for reordering special manufactured products 14 b. Instructions for care and maintenance 15 1) Manufacturer's recommendation for types of cleaning agents and methods 16 2) Cautions against cleaning agents and methods which are detrimental to 17 product 18 3) Recommended schedule for cleaning and maintenance 19 3. Content, for moisture protection and weather exposure products: 20 a. Manufacturer's data, giving full information on products 21 1) Applicable standards 22 2) Chemical composition 23 3) Details of installation 24 b. Instructions for inspection, maintenance and repair 25 D. Manual for Equipment and Systems 26 1. Submit 5 copies of complete manual in final form. 27 2. Content, for each unit of equipment and system, as appropriate: 28 a. Description of unit and component parts 29 1) Function, normal operating characteristics and limiting conditions 30 2) Performance curves, engineering data and tests 31 3) Complete nomenclature and commercial number of replaceable parts 32 b. Operating procedures 33 1) Start-up, break-in, routine and normal operating instructions 34 2) Regulation, control, stopping, shut -down and emergency instructions 35 3) Summer and winter operating instructions 36 4) Special operating instructions 37 c. Maintenance procedures 38 1) Routine operations 39 2) Guide to "trouble shooting" 40 3) Disassembly, repair and reassembly 41 4) Alignment, adjusting and checking 42 d. Servicing and lubrication schedule 43 1) List of lubricants required 44 e. Manufacturer's printed operating and maintenance instructions 45 f. Description of sequence of operation by control manufacturer 46 1) Predicted life of parts subject to wear 47 2) Items recommended to be stocked as spare parts CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Hprojeds503181047-1912-0 Wrk Pro&2-3 SPECSWINAUDivision 01\01 79 23_Opaation and Mainfaimce Data.dGc 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 g. As installed control diagrams by controls manufacturer 2 h. Each contractor's coordination drawings 3 1) As installed color coded piping diagrams 4 i. Charts of valve tag numbers, with location and function of each valve 5 j. List of original manufacturer's spare parts, manufacturer's current prices, and 6 recommended quantities to be maintained in storage 7 k. Other data as required under pertinent Sections of Specifications 8 3. Content, for each electric and electronic system, as appropriate: 9 a. Description of system and component parts 10 1) Function, normal operating characteristics, and limiting conditions 11 2) Performance curves, engineering data and tests 12 3) Complete nomenclature and commercial number of replaceable parts 13 b. Circuit directories of panelboards 14 1) Electrical service 15 2) Controls 16 3) Communications 17 c. As installed color coded wiring diagrams 18 d. Operating procedures 19 1) Routine and normal operating instructions 20 2) Sequences required 21 3) Special operating instructions 22 e. Maintenance procedures 23 1) Routine operations 24 2) Guide to "trouble shooting" 25 3) Disassembly, repair and reassembly 26 4) Adjustment and checking 27 f. Manufacturer's printed operating and maintenance instructions 28 g. List of original manufacturer's spare parts, manufacturer's current prices, and 29 recommended quantities to be maintained in storage 30 h. Other data as required under pertinent Sections of Specifications 31 4. Prepare and include additional data when the need for such data becomes apparent 32 during instruction of City's personnel. 33 1.7 CLOSEOUT SUBMITTALS [NOT USED] 34 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 35 1.9 QUALITY ASSURANCE 36 A. Provide operation and maintenance data by personnel with the following criteria: 37 1. Trained and experienced in maintenance and operation of described products 38 2. Skilled as technical writer to the extent required to communicate essential data 39 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lpmjectsl031=47-1%2-0 Wrk Prod12-3 SPECSWINALUvisioa 01\01 78 23_0peration and Maintmma Data doe 01 78 23 - 5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 112 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 7 DATE 8/31/2012 1 END OF SECTION Revision Log NAME SUMMARY OF CHANGE D. Johnson 1.5.A.1 — title of section removed CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FApmjecls10318\047-1942-0 Wrk Prod42-3 SPECSIF➢VAU➢ivision DMI 78 23_Operarion and Maintenance➢atadoc 0 b 017839-1 PROJECT RECORD DOCUMENTS Page 1 of 5 i SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1- GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 Mprojmts503181047-1942-0 Wrk Prad12-3 SPECS7MALWivision 01101 78 39_Projcct R=d Doc=mts.doc 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 5 1 2. Accuracy of records shall be such that fixture search for items shown in the Contract 2 Documents may rely reasonably on information obtained from the approved Project 3 Record Documents. 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 5 information that the change has occurred. 6 4. Provide factual information regarding all aspects of the Work, both concealed and 7 visible, to enable future modification of the Work to proceed without lengthy and 8 expensive site measurement, investigation and examination. 9 110 STORAGE AND HANDLING 10 A. Storage and Handling Requirements 11 1. Maintain the job set of Record Documents completely protected from deterioration 12 and from loss and damage until completion of the Work and transfer of all recorded 13 data to the final Project Record Documents. 14 2. In the event of loss of recorded data, use means necessary to again secure the data 15 to the City's approval. 16 a. In such case, provide replacements to the standards originally required by the 17 Contract Documents. 18 1.11 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS 21 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 22 2.2 RECORD DOCUMENTS 23 A. Job set 24 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 25 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 26 B. Final Record Documents 27 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 28 the City 1 complete set of all Final Record Drawings in the Contract. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F:lp,ojects103181047-1952-0 Wrk F'rod12-3 SPECSTINAUDivision01101 78 39_Proj=lte ord Docwnmts.doc 017839-3 PROJECT RECORD DOCUMENTS Page 3 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 MAINTENANCE DOCUMENTS 8 A. Maintenance of Job Set 9 1. Immediately upon receipt of the job set, identify each of the Documents with the 10 title, "RECORD DOCUMENTS - JOB SET". 11 2. Preservation 12 a. Considering the Contract completion time, the probable number of occasions 13 upon which the job set must be taken out for new entries and for examination, 14 and the conditions under which these activities will be performed, devise a 15 suitable method for protecting the job set. 16 b. Do not use the job set for any purpose except entry of new data and for review 17 by the City, until start of transfer of data to final Project Record Documents. 18 c. Maintain the job set at the site of work. 19 3. Coordination with Construction Survey 20 a. At a minimum, in accordance with the intervals set forth in Section 01 7123, 21 clearly mark any deviations from Contract Documents associated with 22 installation of the infrastructure. 23 4. Making entries on Drawings 24 a. Record any deviations from Contract Documents. 25 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 26 change by graphic line and note as required. 27 c. Date all entries. 28 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 29 c. In the event of overlapping changes, use different colors for the overlapping 30 changes. 31 5. Conversion of schematic layouts 32 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 33 ducts, and similar items, are shown schematically and are not intended to 34 portray precise physical layout. 35 1) Final physical arrangement is determined by the Contractor, subject to the 36 City's approval. 37 2) However, design of future modifications of the facility may require 38 accurate information as to the final physical layout of items which are 39 shown only schematically on the Drawings. 40 b. Show on the job set of Record Drawings, by dimension accurate to within 1 41 inch, the centerline of each run of items. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 F.SprujeosW ISW47-19V-0 Wrk ProdW SPECSWINAL1Division 0A01 79 39_PrajectRecord Docummts.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 Lto] 01 78 39 - 4 PROTECT RECORD DOCUMENTS Page 4 of 5 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 39 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF PORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 P:\proje 1s\0318\047A9\2-0 Wtk Prod12-3 SPEMENALUvision 01101 78 39_Project Record llocm mts.doc 017839-5 11I�7i100 _W s9 Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised July 1, 2011 FAprojocts103181047-1912-0 Wrk Pmd12-3 SPECSONALWivision 01\01 78 39_Projecl Record Docm enisAm 1 1 2 3 PARTI- GENERAL .f, IF MKTI-ii10:i'1 5 6 7 8 9 10 11 12 13 14 15 16 I7 18 19 20 21 22 024113-1 SELECTIVE SITE DEMOLITION Page 1 of 5 SECTION 02 4113 SELECTIVE SITE DEMOLITION A. Section Includes: 1. Removing sidewalks and steps 2. Removing ADA ramps and landings 3. Removing driveways 4. Removing fences 5. Removing guardrail 6. Removing retaining walls (less than 4 feet tall) 7. Removing :mailboxes 8. Removing rip rap 9. Removing miscellaneous concrete structures including porches and foundations 10. Disposal of removed materials B. Deviations this from City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3123 23 — Borrow 23 1.2 PRICE AND PAYMENT PROCEDURES 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Measurement and Payment 1. Measurement a. Remove Sidewalk: Measure by square foot. b-. Remove Steps: measure by the square foot as seen in the plan view only. c. Remove ADA Ramp: measure by each. d. Remove Driveway: measure by the square foot by type. e. Remove Fence: measure by the linear foot. £ Remove Guardrail: measure by the linear foot along the face of the rail in place including metal beam guard fence transitions and single guard rail terminal sections from the center of end posts. g. Remove Retaining Wall (less than 4 feet tall): measure by the linear foot h. Remove Mailbox: measure by each. i. Remove Rip Rap: measure by the square foot. j. Remove Miscellaneous Concrete Structure: measure by the lump sum. 2. Payment CITY OF FORT WORTH Meadow Lakes and Ieakin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojects503185047-1912-0 Wrk PrG&2-3 SPECSIFINAI.4)ivision 02102 41 13_Selective Site Demolition.doc 0241 13 - 2 SELECTIVE SITE. DEMOLITION Page 2 of 5 1 a. Remove Sidewalk: frill compensation for saw cutting, removal, hauling, 2 disposal, tools, equipment, labor and incidentals needed to execute work. 3 Sidewalk adjacent to or attached to retaining wall (including sidewalk that acts 4 as a wall footing) shall be paid as sidewalk removal. For utility projects, this 5 Item shall be considered subsidiary to the trench and no other compensation 6 will be allowed. 7 b. Remove Steps: full compensation for saw cutting, removal, hauling, disposal, 8 tools, equipment, labor and incidentals needed to execute work. For utility 9 projects, this Item shall be considered subsidiary to the trench and no other 10 compensation will be allowed. 11 c. Remove ADA Ramp and landing: full compensation for saw cutting, removal, 12 hauling, disposal, tools, equipment, labor and incidentals needed to execute 13 work. Work includes ramp landing removal. For utility projects, this Item shall 14 be considered subsidiary to the trench and no other compensation will be 15 allowed. 16 d. Remove Driveway: full compensation for saw cutting, removal, hauling, 17 disposal, tools, equipment, labor and incidentals needed to remove improved 18 driveway by type. For utility projects, this Item shall be considered subsidiary 19 to the trench and no other compensation will be allowed. 20 e. Remove Fence: full compensation for removal, hauling, disposal, tools, 21 equipment, labor and incidentals needed to remove fence. For utility projects, 22 this Item shall be considered subsidiary to the trench and no other 23 compensation will be allowed. 24 £ Remove Guardrail: full compensation for removing materials, loading, hauling, 25 unloading, and storing or disposal; furnishing backfill material; backfilling the 26 postholes; and equipment, labor, tools, and incidentals. For utility projects, this 27 Item shall be considered subsidiary to the trench and no other compensation 28 will be allowed. 29 g. Remove Retaining Wall (less than 4 feet tall): full compensation for saw 30 cutting, removal, hauling, disposal, tools, equipment, labor and incidentals 31 needed to execute work. Sidewalk adjacent to or attached to retaining wall 32 (including sidewalk that acts as a wall footing) shall be paid as sidewalk 33 removal. For utility projects, this Item shall be considered subsidiary to the 34 trench and no other compensation will be allowed. 35 h. Remove Mailbox: full compensation for removal, hauling, disposal, tools, 36 equipment, labor and incidentals needed to execute work. For utility projects, 37 this Item shall be considered subsidiary to the trench and no other 38 compensation will be allowed. 39 i. Remove Rip Rap: full compensation for saw cutting, removal, hauling, 40 disposal, tools, equipment, labor and incidentals needed to execute work. For 41 utility projects, this Item shall be considered subsidiary to the trench and no 42 other compensation will be allowed. 43 j. Remove Miscellaneous Concrete Structure: full compensation for saw cutting, 44 removal, hauling, disposal, tools, equipment, labor and incidentals needed to 45 execute work. For utility projects, this Item shall be considered subsidiary to 46 the trench and no other compensation will be allowed. 47 1.3 REFERENCES 48 A. Definitions CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FApmjmIsNO3 M047-19V 0 Wrk Nod12-3 SPECSIFINAL\Nvisim 02\02 41 13 Selective Site Demolition.doc 024J 13-3 SELECTIVE SITE DEMOLITION Page 3 of 5 1 1. Improved Driveway: Driveway constructed of concrete, asphalt paving or brick unit 2 pavers. 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 SUBMITTALS [NOT USED] 5 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE [NOT USED] 9 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY [NOT USED] 12 PART 2 - PRODUCTS 13 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 14 2.2 MATERIALS 15 A. Fill Material: See Section 3123 23. 16 2.3 ACCESSORIES [NOT USED] r 17 2.4 SOURCE QUALITY CONTROL [NOT USED] IS PART 3 - EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION (NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 REMOVAL 23 A. Remove Sidewalk 24 1. Remove sidewalk to nearest existing dummy, expansion or construction joint. 25 2. Sawcut wben removing to nearest joint is not practical. See 3A.K. 26 B. Remove Steps 27 1. Remove step to nearest existing dummy, expansion or construction joint. 28 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 29 C. Remove ADA Ramp 30 1. Sawcut existing curb and gutter and pavement prior to wheel chair ramp removal. 31 See 3.4.K. 32 2. Remove ramp to nearest existing dummy, expansion or construction joint on 33 existing sidewalk. 34 i D. Remove Driveway CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Mprojects103181047-1912-4 Wrk Prod52-3 SPECSTMAUDivision 02102 41 13_Selectfve Site Demolifiom.dw 0241 13 -4 SELECTIVE SITE DEMOLITION Page 4 of 5 1 1. Sawcut existing drive, curb and gutter and pavement prior to drive removal. See 2 3.4.K, 3 2. Remove drive to nearest existing dummy, expansion or construction joint. 4 3. Sawcut when removing to nearest joint is not practical. See 3.4.K. 5 4. Remove adjacent sidewalk to nearest existing dummy, expansion or construction 6 joint on existing sidewalk, 7 E. Remove Fence 8 1. Remove all fence components above and below ground and backfill with. acceptable 9 fill material. 10 2. Use caution in removing and salvaging fence materials. 11 3. Salvaged materials may be used to reconstruct fence as approved by City or as 12 shown on Drawings. 13 4. Contractor responsible for keeping animals (livestock, pets, etc.) within the fenced 14 areas during construction operation and while removing fences. 15 F. Remove Guardrail 16 1. Remove rail elements in original lengths. 17 2. Remove fittings from the posts and the metal rail and then pull the posts. 18 3. Do not mar or damage salvageable materials during removal. 19 4. Completely remove posts and any concrete surrounding the posts. 20 5. Furnish backfill material and backfill the hole with material equal in composition 21 and density to the surrounding soil unless otherwise directed. 22 6. Cut off or bend down eyebolts anchored to the dead man to an elevation at least 1- 23 foot below the new subgrade elevation and leave in place along with the dead man. 24 G. Remove Retaining Wall (less than 4 feet tall) 25 1. Remove wall to nearest existing joint. 26 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 27 3. Removal includes all components of the retaining wall including footings. 28 4. Sidewalk adjacent to or attached to retaining wall: See 3.4.A 29 H. Remove Mailbox 30 -1. Salvage existing materials for reuse. Mailbox materials may need to be used for 31 reconstruction. 32 1. Remove Rip Rap 33 1. Remove rip rap to nearest existing dummy, expansion or construction joint. 34 2. Sawcut when removing to nearest joint is not practical. See 3.4-K. 35 J. Remove Miscellaneous Concrete Structure 36 1. Remove portions of miscellaneous concrete structures including foundations and 37 slabs that do not interfere with proposed construction to 2 feet below the finished 38 ground line. 39 2. Cut reinforcement close to the portion of the concrete to remain in place. 40 3. Break or perforate the bottom of structures to remain to prevent the entrapment of 41 water. CITY OF FORT WORTH Meadow Lakes and leakin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FApmjec18\0318\047-19\2-0 Wrk ProdU 3 SPECSIFINAL\Division 02\02 41 13 Selective Site D) olitjen.doc 024113-5 SELECTIVE SITE DEMOLITION Page 5 of 5 1 K. Sawcut 2 1. Sawing Equipment 3 a. Power -driven 4 b. Manufactured for the purpose of sawing pavement 5 c. In good operating condition 6 d. Shall not spall or fracture the pavement to the removal area 7 2. Sawcut perpendicular to the surface completely through existing -pavement. 8 3.5 REPAIR [NOT USED] 9 3.6 RE -INSTALLATION [NOT USED] 10 3.7 SITE QUALITY CONTROL [NOT USED] 11 3.8 SYSTEM STARTUP [NOT USED] 12 3.9 ADJUSTING [NOT USED] 13 3.10 CLEANING [NOT USED] 14 3.11 CLOSEOUT ACTIVITIES [NOT USED] 15 3.12 PROTECTION [NOT USED] 16 3.13 MAINTENANCE [NOT USED] 17 3.14 ATTACHMENTS [NOT USED] 18 END OF SECTION 19 Revision Log i DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.2. Modified Payment -Items will be subsidiary to trench on utility projects CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Mpmjects10318%17-19\2-0 Wrk Pwd12-3 SPEMMNAUDivision 02102 41 13_Selective Site Demolitim.doc 9 024114-1 UTILITY REMOVAIJABANDONMENT Page I of 17 I OSECTION 02 4114 2 UTILITY REMOVAL/ABANDONMENT 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Direction for the removal, abandonment or salvaging of the following utilities: 7 a. Cathodic Protection Test Stations 8 b. Water Lines 9 c. Gate Valves 10 d. Water Valves I 1 e. Fire Hydrants 12 £ Water Meters and Meter Box 13 g. Water Sampling Station 14 h. Concrete Water Vaults 15 i. Sanitary Sewer Lines 16 j. Sanitary Sewer Manholes 17 k. Sanitary Sewer Junction Boxes 18 1. Storm Sewer Lines 19 In. Storm Sewer Manhole Risers 20 n. Storm Sewer Junction Boxes 21 o. Storm Sewer Inlets 22 p. Box Culverts 23 q. Headwalls and Safety End Treatments 24 r. Trench Drains 25 B. Deviations from this City of Fort Worth Standard Specification 26 1. None. 27 C. Related Specification Sections include, but are not necessarily limited to: 28 1. Division 0 L- Bidding Requirements, Contract Forms and Conditions of the Contract 29 2. Division 1 — General Requirements 30 3. Section 03 34 13 — Controlled Low Strength Material (CLSM) 31 4. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 32 5, Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 6. Section 33 11 11 —Ductile Iron Fittings 34 7. Section 33 11 13 — Concrete Pressure Pipe, Bar -wrapped, Steel Cylinder Type 35 S. Section 33 11 14 — Buried Steel Pipe and Fittings 36 9. Section 33 12 25 — Connection to Existing Water Mains 37 1.2 PRICE AND PAYMENT PROCEDURES 38 A. Utility Lines 39 1. Abandonment of Utility Line by Grouting 40 a. Measurement CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 R\projects103181047-1912-0 Wzk ProdV-3 SPEUARNAL"visim 02W2 41 14_Wity Removal_Abandon em doc 1 2 3 4 5 6 7 8 9 1Q 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 0241 I4-2 UTILITY REMOVAL/ABANDONMENT Page 2 of 17 1) Measurement for this Item shall be per cubic yard of existing utility line to be grouted. Measure by tickets showing cubic yards of grout applied. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price per cubic yard of "Line Grouting" for: a) Various types of utility line c. The price bid shall include: 1) Low density cellular grout or CLSM 2) Water 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Utility Line Removal, Separate Trench a. Measurement 1) Measurement for this Item shall be per linear foot of existing utility line to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Remove Line" for: a) Various types of existing utility line b) Various sizes c. The price bid shall include: 1) Removal and disposal of existing utility pipe 2) Pavement removal 3) Excavation 4) Hauling 5) Disposal of excess materials 6) Furnishing, placement and compaction of backfill 7) Clean-up 3. Utility Line Removal, Same Trench a. Measurement 1) This Item is considered subsidiary the proposed utility line being installed. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the installation of proposed utility pipe and shall be subsidiary to the unit price bid per linear foot of pipe complete in place, and no other compensation will be allowed. 4. Manhole Abandonment a. Measurement 1) Measurement for this Item will be per each manhole to be abandoned, b. Payment CITY OF FORT WORTH Meadow Lakes and 3enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised December 20, 2012 F:\1yrojec1s103181047-1912-0 Wrk Prod12-3 SPECSIFMAJADivision 02102 41 14_U lity RemovalAba don mt.dcc 0241 14 - 3 UTILITY REMOVAIJABANDONMENT Page 3 of 17 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" shall be paid for at the 3 unit price bid per each "Abandon Manhole" for: 4 a) Various diameters 5 b) Various types 6 c. The price bid shall include: 7 1) Removal and disposal of manhole cone 8 2) Removal, salvage and delivery of frame and cover to City, if applicable 9 3) Cutting and plugging of existing sewer lines 10 4) Concrete 11 5) Acceptable material for backfllling manhole void 12 6) Pavement removal 13 7) Excavation 14 8) Hauling 15 9) Disposal of excess materials 16 10) Furnishing, placement and compaction of backfill 17 11) Surface restoration 18 12) Clean-up 19 5. Cathodic Test Station Abandonment 20 a. Measurement 21 1) Measurement for this Item will be per each cathodic test station to be 22 abandoned. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under "Measurement" shall be paid for at the 26 unit price bid per each "Abandon Cathodic Test Station". 27 c. The price bid shall include: 28 1) Abandon cathodic test station 29 2) CLSM 30 3) Pavement removal 31 4) Excavation 32 5) Hauling 33 6) Disposal of excess materials 34 7) Furnishing, placement and compaction of backfill 35 8) Clean-up 36 B. Water Lines and Appurtenances 37 1. Installation of a Water Line Pressure Plug 38 a. Measurement 39 1) Measurement for this Item shall be per each pressure plug to be installed. 40 b. Payment 41 1) The work performed and materials furnished in accordance with this Item 42 and measured as provided under "Measurement" shall be paid for at the 43 unit price bid for each "Pressure Plug" installed for: 44 a) Various sizes 45 c. The price bid shall include: 46 1) Furnishing and installing pressure plug 47 2) Pavement removal 48 3) Excavation CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojcets%0318%047-19U-0 Wrk No&2-3 SPECSIFINAL\Division 02\02 41 14_Utility Removal_Abando=ml.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 024114-4 UTILITY REMOVAUABANDONMENT Page 4 of 17 4) Hauling 5) Disposal of excess material 6) Gaskets 7) Bolts and Nuts 8) Furnishing, placement and compaction of embedment 9) Furnishing, placement and compaction of backfill 10) Disinfection 11) Testing 12) Clean-up 2. Abandonment of Water Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Water Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 3. Water Valve Removal a. Measurement 1) Measurement for this Item will be per each water valve to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Water Valve" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of valve 2) CLSM 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 4. Water Valve Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water valve to be removed and salvaged. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojmts1031 BM7-1952-0 Wrk Prod12-3 SPECSTINADDivision 02102 41 l4_Ufility Removal Abandonment.dvc h 0241 14 - 5 UTILITY REMOVAL/ABANDONMENT Page 5 of 17 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" shall be paid for at the 4 unit price bid per each "Salvage Water Valve" for: 5 a) Various sizes 6 c. The price bid shall include: 7 1) Removal and Salvage of valve 8 2) CLSM 9 3) Delivery to City 10 4) Pavement removal 11 5) Excavation 12 6) Hauling 13 7) Disposal of excess materials 14 8) Furnishing, placement and compaction of backfill 15 9) Clean-up 16 5. Water Valve Abandonment 17 a. Measurement 18 1) Measurement for this Item will be per each water valve to be abandoned. 19 b. Payment 20 1) The work performed and materials furnished in accordance with this Item 21 and measured as provided under "Measurement" shall be paid for at the 22 unit price bid per each "Abandon Water Valve" for: 23 a) Various Sizes 24 c. The price bid shall include: 25 1) Abandonment of valve 26 2) CLSM 27 3) Pavement removal 28 4) Excavation 29 5) Hauling 30 6) Disposal of excess materials 31 7) Furnishing, placement and compaction of backfill 32 8) Clean-up 33 6. Fire Hydrant Removal and Salvage 34 a. Measurement 35 1) Measurement for this Item will be per each fire hydrant to be removed. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under "Measurement" shall be paid for at the 39 unit price bid per each "Salvage Fire Hydrant". 40 c. The price bid shall include: 41 1) Removal and salvage of fire hydrant 42 2) Delivery to City 43 3) Pavement removal 44 4) Excavation 45 5) Hauling 46 6) Disposal of excess materials 47 7) Furnishing, placement and compaction of backfill 48 8) CIean-up CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F-\Projects\031SW47-19\2-0 Wrk ProdV2-3 SPECSVENABDivision 02NO2 41 14_Utility Rcmoval_Abmdo=m t.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 0241 14 - 6 UTILITY REMOVAIJABANDONMENT Page 6 of 17 7. Water Meter Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water meter to be removed and salvaged. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Water Meter" for: a) Various sizes 2) If a "Water Meter Service Relocate" is performed in accordance with Section 33 12 10, removal and salvage or disposal of the existing (2-inch or smaller) water meter shall be subsidiary to the cost of the "Water Meter Service Relocate", no other compensation will be allowed. c. The price bid shall include: 1) Removal and salvage of water meter 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up 8. Water Sampling Station Removal and Salvage a. Measurement 1) Measurement for this Item will be per each water sampling station to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Salvage Water Sampling Station". c. The price bid shall include: 1) Removal and salvage of water sampling station 2) Delivery to City 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backftlI 8) Clean-up 9. Concrete Water Vault Removal a. Measurement 1) Measurement for this Item will be per each concrete water vault to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Concrete Water Vault". c. The price bid shall include: 1) Removal and disposal of concrete water vault CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:\proje ls10318\047-1912 0 Wrk Prod\2-3 SPEMF@IAIADiaision 02\02 41 14_Uti1uy Rc oval_Abandonm=Wcc r l l 024114-7 UTILITY REMOVAL/ABANDONMENT Page 7 of 17 1 2) Removal, salvage and delivery of frame and cover to City, if applicable 2 3) Removal, salvage and delivery of any valves to City, if applicable 3 4) Removal, salvage and delivery of any water meters to City, if applicable 4 5) Pavement removal 5 6) Excavation 6 7) Hauling 7 8) Disposal of excess materials 8 9) Furnishing, placement and compaction of backfill 9 10) Clean-up 10 C. Sanitary Sewer Lines and Appurtenances 11 1. Abandonment of Sanitary Sewer Line by Cut and installation of Abandonment Plug 12 a. Measurement 13 1) Measurement for this Item shall be per each cut and abandonment plug 14 installed. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 and measured as provided under "Measurement" shall be paid for at the 18 unit price bid for each "Sewer Abandonment Plug" for: 19 a) Various sizes 20 c. The price bid shall include: 21 1) Furnishing and installing abandonment plug 22 2) Pavement removal 23 3) Excavation 24 4) Hauling 25 5) CLSM 26 6) Disposal of excess material 27 7) Furnishing, placement and compaction of backfill 28 8) Clean-up 29 2. Sanitary Sewer Manhole Removal 30 a. Measurement 31 1) Measurement for this Item will be per each sanitary sewer manhole to be 32 removed. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 and measured as provided under "Measurement" shall be paid for at the 36 unit price bid per each "Remove Sewer Manhole" for: 37 a) Various diameters 38 c. The price bid shall include: 39 1) Removal and disposal of manhole 40 2) Removal, salvage and delivery of frame and cover to City, if applicable 41 3) Cutting and plugging of existing sewer lines 42 4) Pavement removal 43 5) Excavation 44 6) Hauling 45 7) Disposal of excess materials 46 8) Furnishing, placement and compaction of backfill 47 9) Clean-up 48 3. Sanitary Sewer Junction Structure Removal CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Rlprojxts503I M47-1912-0 Wrk Prod12-3 SPEMFINALWivision 02\02 41 14_Utility Fc oval_ Ahandonment.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 0241 14 - 8 UTILITY REMOVAL/ABANDONMENT Page 8 of 17 a. Measurement 1) Measurement for this Item will be per each sanitary sewer junction structure being removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the lump sum bid per each "Remove Sewer Junction Box" location. c. The price bid shall include: 1) Removal and disposal of junction box 2) Removal, salvage and delivery of frame and cover to City. 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess materials 7) Furnishing, placement and compaction of backfill 8) Clean-up D. Storm Sewer Lines and Appurtenances 1. Abandonment of Storm Sewer Line by Cut and installation of Abandonment Plug a. Measurement 1) Measurement for this Item shall be per each cut and abandonment plug to be installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for each "Storm Abandonment Plug" installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing abandonment plug 2) Pavement removal 3) Excavation 4) Hauling 5) CLSM 6) Disposal of excess material 7) Furnishing, placement and compaction of backfill 8) Clean-up 2. Storm Sewer Manhole Removal a. Measurement 1) Measurement for this Item will be per each storm sewer manhole to be removed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per each "Remove Manhole Riser" for: a) Various sizes c. The price bid shall include: 1) Removal and disposal of manhole 2) Removal, salvage and delivery of frame and cover to City, if applicable 3) Pavement removal CITY OF FORT WORTH Meadow Lakes and )enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised December 20, 2012 F:lproje ls1031M047-W2-0 Wrk Prod12-3 SPECS\ MAL1DMsion 02102 41 14 ,Utility Rmwal_Abmdon mt.doc 024114-9 UTILITY REMOVAIJABANDONMENT Page 9 of 17 1 4) Excavation 2 5) Hauling 3 6) Disposal of excess materials 4 7) Furnishing, placement and compaction of backfill 5 8) Clean-up 6 3, Storm Sewer Junction Box Removal 7 a. Measurement 8 1) Measurement for this Item will be per each storm sewer junction structure 9 to be removed. 10 b. Payment 11 1) The work performed and materials furnished in accordance with this Item 12 and measured as provided under "Measurement" shall be paid for at the 13 unit price bid per each "Remove Storm Junction Box" for: 14 a) Various sizes 15 c. The price bid shall include: 16 1) Removal and disposal of junction box 17 2) Removal, salvage and delivery of frame and cover to City, if applicable 18 3) Pavement removal 19 4) Excavation 20 5) Hauling 21 6) Disposal of excess materials 22 7) Furnishing, placement and compaction of backfill 23 8) Clean-up 24 4. Storm Sewer Junction Structure Removal 25 a- Measurement 26 1) Measurement for this Item will be per each storm sewer junction structure 27 being removed. 28 b. Payment 29 1) The work performed and materials furnished in accordance with this Item 30 and measured as provided under "Measurement" shall be paid for at the 31 lump suns bid per each "Remove Storm Junction Structure" location. 32 c. The price bid shall include: 33 1) Removal and disposal of junction structure 34 2) Removal, salvage and delivery of frame and cover to City, if applicable 35 3) Pavement removal 36 4) Excavation 37 5) Hauling 38 6) Disposal of excess materials 39 7) Furnishing, placement and compaction of backfill 40 8) Clean-up 41 5- Storm Sewer Inlet Removal 42 a. Measurement 43 1) Measurement for this Item will be per each storm sewer inlet to be 44 removed. 45 b. Payment 46 1) The work performed and materials furnished in accordance with this Item 47 and measured as provided under "Measurement" shall be paid for at the 48 unit price bid per each "Remove Storm Inlet" for: CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojmis50318k1M7-19U-0 Wrk Prod12-3 SPECSTINAL1Division 02W 4114 Utility Removal_Abmdon ent.doc 0241 14 - 10 UTILITY REMOVAIJABANDONMENT Page 10 of 17 1 a) Various types 2 b) Various sizes 3 c. The price bid shall include: 4 1) Removal and disposal of inlet 5 2) Pavement removal 6 3) Excavation 7 4) Hauling 8 5) Disposal of excess materials 9 6) Furnishing, placement and compaction of backfill 10 7) Clean-up 11 6. Storm Sewer Junction Box Removal 12 a. Measurement 13 1) Measurement for this Item shall be per linear foot of existing storm sewer 14 box to be removed. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 and measured as provided under "Measurement" shall be paid for at the 18 unit price bid per linear foot of "Remove Storm Junction Box" for all sizes. 19 c. The price bid shall include: 20 1) Removal and disposal of Storm Sewer Box 21 2) Pavement removal 22 3) Excavation 23 4) Hauling 24 5) Disposal of excess materials 25 6) Furnishing, placement and compaction of backfill 26 7) Clean-up 27 7. Headwall/SET Removal 28 a. Measurement 29 1) Measurement for this Item will be per each headwall or safety end 30 treatment (SET) to be removed. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" shall be paid for at the 34 unit price bid per each "Remove Headwall/SET", 35 c. The price bid shall include: 36 1) Removal and disposal of Headwall/SET 37 2) Pavement removal 38 3) Excavation 39 4) Hauling 40 5) Disposal of excess materials 41 6) Furnishing, placement and compaction of backfill 42 7) Clean-up 43 8. Trench Drain Removal 44 a. Measurement 45 1) Measurement for this Item shall be per linear foot of storm sewer trench 46 drain to be removed. 47 b. Payment CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojec1s10318\047-1912-0 Wrk Prod12-3 SPECSIFINAUDivision 02102 41 14_136lity Removes Abando=ent.doc 024114-11 UTILITY REMOVALIABANDONMENT Page I I of 17 1 1) The work performed and materials furnished in accordance with this Item ` 2 and measured as provided under "Measurement" shall be paid for at the 3 unit price bid per linear foot of "Remove Trench Drain" for: 4 a) Various sizes 5 c. The price bid shall include: 6 1) Removal and disposal of storm sewer line 7 2) Pavement removal 8 3) Excavation 9 4) Hauling 10 5) Disposal of excess materials 11 6) Furnishing, placement and compaction of backfill 12 7) Clean-up 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS I 15 A. Coordination 16 1. Contact Inspector and the Water Department Field Operation Storage Yard for 17 coordination of salvage material return. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALSAINFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING 24 A. Storage and Handling Requirements 25 1. Protect and salvage all materials such that no damage occurs during delivery to the 26 City. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAproJms103181047-1952-0 Wrk Pro&2-3 SPECSTMALV)ivision 02102 41 14_Utility Removal_ Abandonment.doc 0241 14 - 12 UTILITY REMOVAIJABANDONMENT Page 12 of 17 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 5 2.2 MATERIALS 6 2.3 ACCESSORIES [NOT USED] 7 2.4 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 REMOVAL, SALVAGE, AND ABANDONMENT 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 A. General 1. Manhole Abandonment a. All manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 05 10. c. Remove and salvage manhole frame and cover as coordinated with City. d. Deliver salvaged material to the City. e. Cut and plug sewer lines to be abandoned. f. Backfill manhole void in accordance with City Standard Details, B. Water Lines and Appurtenances 1. Water Line Pressure Plugs a. Ductile Iron Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. b. PVC C900 and C905 Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 2) Plug with an MJ Plug with mechanical restraint and blocking in accordance with Section 33 11 11. 3) Perform Cut and Plug in accordance with Section 33 12 25. c. Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type Water Lines 1) Excavate, embed, and backfill in accordance with Section 33 05 10 2) Plug using: CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 RNprojects1031 W,17-1912-0 Wrk Pro62-3 SPECSTMADDivisien 02102 4114 Utility Re oval_Abmdan mt doc 0241 14-13 UTILITY REMOVAIJABANDONMENT Page 13 of 17 1 a) A fabricated plug restrained by welding or by a Snap Ring in 2 accordance with Section 33 11 13; or 3 b) A blind flange in accordance with Section 33 11 13 4 3) Perform Cut and Plug in accordance with Section 33 12 25. 5 d. Buried Steel Water Lines 6 1) Excavate, embed, and backfill in accordance with Section 33 05 10. 7 2) Plug using: 8 a) A fabricated plug restrained by welding in accordance with Section 33 9 11 14; or 10 b) A blind flange in accordance with Section 33 11 14 11 3) Perform Cut and Plug in accordance with Section 33 12 25. 12 2. Water Line Abandonment Plug 13 a. Excavate and backfilI in accordance with Section 33 05 10. 14 b. Plug with CLSM in accordance with Section 03 34 13. 15 3. Water Line Abandonment by Grouting 16 a. Excavate and backfill in accordance with Section 33 05 10. 17 b. Dewater from existing line to be grouted. 18 c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 19 or CLSM in accordance with 03 34 13. 20 d. Dispose of any excess material. 21 4, Water Line Removal 22 a. Excavate and backfill in accordance with Section 33 05 10. 23 b. Cut existing line from the utility system prior to removal. 24 c. Cut any services prior to removal. 25 d. Remove existing pipe line and properly dispose as approved by City. 26 5. Water Valve Removal 27 a. Excavate and backfill in accordance with Section 33 05 10. 28 b. Remove and dispose of valve bonnet, wedge and stem. 29 c. Fill valve body with CLSM in accordance with Section 03 34 13. 30 6. Water Valve Removal and Salvage 31 a. Excavate and backfill in accordance with Section 33 05 10. 32 b. Remove valve bonnet, wedge and stem. 33 c. Deliver salvaged material to the Water Department Field Operation Storage 34 Yard. 35 d. Protect salvaged materials from. damage. 36 e. Fill valve body with CLSM in accordance with Section 03 34 13. 37 7. Water Valve Abandonment 38 a. Excavate and backfill in accordance with Section 33 05 10. 39 b. Remove the top 2 feet of the valve stack and any valve extensions. 40 c. Fill the remaining valve stack with CLSM in accordance with Section 03 34 13. 41 8. Fire Hydrant Removal and Salvage 42 a. Excavate and backfill in accordance with Section 33 05 10. 43 b. Remove Fire Hydrant. 44 c. Place abandonment plug on fire hydrant lead line. 45 d. Deliver salvaged fire hydrant to the Water Department Field Operation Storage 46 Yard. 47 e. Protect salvaged materials from damage. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvetnerr% STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojectsW 185047-1912-0 Wrk Prod,2-3 SPECSTMAUDivision 02T2 41 14 Utility Removal_Ahandonmenl.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 0241 14-14 UTILITY REMOVAIJABANDONMENT Page 14 of 17 9. Water Meter Removal and Salvage a. Remove and salvage water meter. b. Return salvaged meter to Project Representative. c. City will provide replacement meter for installation. d. Meter Box and Lid 1) Remove and salvage cast iron meter box lid. 2) Remove and dispose of any non -cast iron meter box lid. 3) Return salvaged material to the Water Department Field Operation Storage Yard. 4) Remove and dispose of meter box. 10. Water Sample Station Removal and Salvage a. Remove and salvage existing water sample station. b. Deliver salvaged material to the Water Department Field Operation Storage Yard. 11. Concrete Water Vault Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and salvage vault Iid. c. Remove and salvage valves. d. Remove and salvage meters. e. Deliver salvaged material to the Water Department Field Operation Storage Yard. f. Remove and dispose of any piping or other appurtenances. g. Demolish and remove entire concrete vault. h. Dispose of all excess materials. 12, Cathodic Test Station Abandonment a. Excavate and backfill in accordance with Section 33 05 10 b. Remove the top 2 feet of the cathodic test station stack and contents. c. Fill any remaining voids with CLSM in accordance with Section 03 34 13. C. Sanitary Sewer Lines and Appurtenances 1. Sanitary Sewer Line Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and dispose of any sewage. c. Plug with CLSM in accordance with Section 03 34 13. 2. Sanitary Sewer Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater and dispose of any sewage from the existing line to be grouted. c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. 3. Sanitary Sewer Line Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe line and properly dispose as approved by City. 4. Sanitary Sewer Manholes Removal a. All sanitary sewer manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. CITY OF PORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Vprojects\03181047-19U-0 Wrk Prc&2-3 SPECSTINAUDivisiou 02102 4114_Utility Removal_Abmdomnmtdoc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 0241 14 - 15 UTILITY REMOVAI/ABANDONMENT Page 15 of 17 b. Excavate and backfill in accordance with Section 33 05 10. c. Remove and salvage manhole frame and cover. d. Deliver salvaged material to the Water Department Field Operation Storage. e. Demolish and remove entire concrete manhole. f. Cut and plug sewer lines to be abandoned. 5. Sanitary Sewer Junction Structure Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Remove and salvage manhole frame and cover. c. Deliver salvaged material to the Water Department Field Operation Storage. d. Demolish and remove entire concrete manhole. e. Cut and plug sewer lines to be abandoned. D. Storm Sewer Lines and Appurtenances 1. Storm Sewer Abandonment Plug a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater line. c. Plug with CLSM in accordance with Section 03 34 13. 2. Storm Sewer Line Abandonment by Grouting a. Excavate and backfill in accordance with Section 33 05 10. b. Dewater the existing line to be grouted. c. Fill line with Low Density Cellular Grout in accordance with Section 33 05 24 or CLSM in accordance with 03 34 13. d. Dispose of any excess material. 3. Storm Sewer Line Removal a. Excavate and backfill in accordance with Section 33 05 10, b. Remove existing pipe line and properly dispose as approved by City. 4. Storm Sewer Manhole Removal a. All storm sewer manholes that are to be taken out of service are to be removed unless specifically requested and/or approved by City. b. Excavate and backfill in accordance with Section 33 05 10. c. Demolish and remove entire concrete manhole. d. Cut and plug storm sewer lines to be abandoned. 5. Storm Sewer Junction Box and/or Junction Structure Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete structure. c. Cut and plug storm sewer lines to be abandoned. 6. Storm Sewer Inlet Removal a. Excavate and backfill in accordance with Section 33 05 10. b. DemoIish and remove entire concrete inlet. c- Cut and plug storm sewer lines to be abandoned. 7. Storm Sewer Box Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Cut existing line from the utility system prior to removal. c. Cut any services prior to removal. d. Remove existing pipe Iine and properly dispose as approved by City. 8. Headwall/SET Removal a. Excavate and backfill in accordance with Section 33 05 10. b. Demolish and remove entire concrete inlet. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojmts503181047-1912-0 Wrk Prod12-3 SPECSWINALWivisim 02102 41 14_Utuity RemovalAbmdom mt.doc 0241 14 - 16 UTILITY REMOVAL)ABANDONMENT Page 16 of 17 1 c. Cut and plug storm sewer lines to be abandoned. 2 9. Storm Sewer Trench Drain Removal 3 a. Excavate and backfill in accordance with Section 33 05 10. 4 b. Remove existing pipe line and dispose as approved by City. 5 3.5 REPAIR / RESTORATION [NOT USED] 6 3.6 RE -INSTALLATION [NOT USED] 7 3.7 FIELD [oR] SITE QUALITY CONTROL 8 3.8 SYSTEM STARTUP [NOT USED] 9 3.9 ADJUSTING [NOT USED] 10 3.10 CLEANING [NOT USED] 11 3.11 CLOSEOUT ACTIVITIES [NOT USED] 12 3.12 PROTECTION [NOT USED] 13 3.13 MAINTENANCE [NOT USED] 14 3.14 ATTACHMENTS [NOT USED] 15 CITY OF PORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F.Nvmjmts103 i81047-M2-0 wrk Prod12-3 SMCSTINAU➢Msion 02102 41 14_lJullty i �ova]_A6aodonmenl.doc 2 024114-17 UTILITY REMOVAUABANDONMENT Page 17 of 17 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.C.3.c. — Include Frame and Cover in Payment description 12/20/12 D. Johnson Throughout — added abandonment of storm and sewer manholes when requested and/or approved by City CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised December 20, 2012 FAproj=s103161047-1912-0WrkProd12-3SPECSTWAL1Division021424114_UfilityRemoval_Abanlon t-doe ri 1 2 4 1.1 SUMMARY SECTION 03 30 00 CAST -IN -PLACE CONCRETE 033000-1 CAST -IN -PLACE CONCRETE Page 1 of 26 5 A. Section Includes: 6 1. Cast -in place concrete, including formwork, reinforcement, concrete materials, 7 mixture design, placement procedures and finishes, for the following: 8 a. Piers 9 b. Footings 10 c. SIabs-on-grade 11 d. Foundation walls 12 e. Retaining walls (non TxDOT) 13 f Suspended slabs 14 g. Blocking 15 h. Cast -in -place manholes 16 i. Concrete vaults for meters and valves 17 j. Concrete encasement of utility lines 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division I — General Requirements 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Cast -in -Place Concrete 25 1. Measurement 26 a. This Item is considered subsidiary to the structure or Items being placed. 27 2. Payment 28 a. The work performed and the materials furnished in accordance with this Item 29 are subsidiary to the structure or Items being placed and no other compensation 30 will be allowed. 31 1.3 REFERENCES 32 A. Definitions 33 1. Cementitious Materials 34 a. Portland cement alone or in combination with I or more of the following: 35 1) Blended hydraulic cement 36 2) Fly ash 37 3) Other pozzolans 38 4) Ground granulated blast -furnace slag CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojec1s103185047-1952-0 Wrk Prod12-3 SPECSVFNAUDivision 03103 30 00_Cast -in-Place Concrete.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 03 30 00 - 2 CAST -IN -PLACE CONCRETE. Page 2 of 26 5) Silica fume b. Subject to compliance with the requirements of this specification B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation (AASHTO): a. M182, Burlap Cloth Made from Jute or Kenaf. 3. American Concrete Institute (ACI): a. ACI 117 Specification for Tolerances for Concrete Construction and Materials b. ACI 301 Specifications for Structural Concrete c. ACI 305.1 Specification for Hot Weather Concreting d. ACI 306.1 Standard Specification for Cold Weather Concreting e. ACI 308.1 Standard Specification for Curing Concrete f. ACI 318 Building Code Requirements for Structural Concrete g. ACI 347 Guide to Formwork for Concrete 4. American Institute of Steel Construction (AISC): a. 303, Code of Standard Practice for Steel Buildings and Bridges. 5. ASTM International (ASTM): a. A36, Standard Specification for Carbon Structural Steel. b. Al53, Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel Hardware. c. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting Materials for High -Temperature Service and Other Special Purpose Applications. d. A615, Standard Specification for Deformed and Plain Carbon -Steel Bars for Concrete Reinforcement. e. A706, Standard Specification for Low -Alloy Steel Deformed and Plain Bars for Concrete Reinforcement. f. C31, Standard Practice for Making and Curing Concrete Test Specimens in the Field. g. C33, Standard Specification for Concrete Aggregates. h. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. i. C42, Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete. j. C94, Standard Specification for Ready -Mixed Concrete. k. C 109, Standard Test Method for Compressive Strength of Hydraulic Cement Mortars (Using 2-inch or {50-milimeter] Cube Specimens) 1. C 143, Standard Test Method for Slump of Hydraulic -Cement Concrete. m. C171, Standard Specification for Sheet Materials for Curing Concrete. n. C 150, Standard Specification for Portland Cement. o. C172, Standard Practice for Sampling Freshly Mixed Concrete. p. C219, Standard Terminology Relating to Hydraulic Cement. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Fapwjcc1s103181047-19@-0 Wyk Pro&2-3 SPECSTINAI.Vhvision 03103 3000 Cast -in -Place Concrete.doc 03 30 00 - 3 CAST -IN -PLACE CONCRETE Page 3 of 26 1 q. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the 2 Pressure Method. -3 r. C26O, Standard Specification for Air -Entraining Admixtures for Concrete. 4 s. C3O9, Standard Specification for Liquid Membrane -Forming Compounds for 5 Curing Concrete. 6 t. C494, Standard Specification for Chemical Admixtures for Concrete. 7 u. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural 8 Pozzolan for Use in Concrete. 9 v. CS81, Standard Specification for Epoxy -Resin -Base Bonding Systems for 10 Concrete. ll w. C989, Standard Specification for Ground Granulated Blast -Furnace Slag for 12 Use in Concrete and Mortars. 13 x. C1O17, Standard Specification for Chemical Admixtures for Use in Producing 14 Flowing Concrete. 15 y. C1O59, Standard Specification for Latex Agents for Bonding Fresh to Hardened 16 Concrete. 17 z. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 18 Cement Concrete. 19 aa. C1240, Standard Specification for Silica Fume Used in Cementitious Mixtures. 20 bb. El 155, Standard Test Method for Determining FF Floor Flatness and FL Floor 21 Levelness Numbers. 22 cc. F436, Standard Specification for Hardened Steel Washers. 23 6. American Welding Society (AWS). 24 a. D1.1, Structural Welding Code -Steel. 25 b. DI A, Structural Welding Code - Reinforcing Steel. 26 7. Concrete Reinforcing Steel Institute (CRSI) 27 a. Manual of Standard Practice 28 S. Texas Department of Transportation 29 a. Standard Specification for Construction and Maintenance of Highways, Streets 30 and Bridges 31 1.4 ADMINISTRATIVE REQUIREMENTS 32 A. Work Included 33 1. Design, fabrication, erection and stripping of formwork for cast -in -place concrete 34 including shoring, reshoring, falsework, bracing, proprietary forming systems, 35 prefabricated forms, void forms, permanent metal farms, bulkheads, keys, 36 blockouts, sleeves, pockets and accessories. 37 a. Erection shall include installation in formwork of items furnished by other 38 trades. 39 2. Furnish all labor and materials required to fabricate, deliver and install 40 reinforcement and embedded metal assemblies for cast -in -place concrete, including 41 steel bars, welded steel wire fabric, ties, supports and sleeves. 42 3. Furnish all labor and materials required to perform the following: 43 a. Cast -in -place concrete 44 b. Concrete mix designs 45 c. Grouting CITY OF FORT WORTH Meadow Lakes and .Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojoct031 M47-M2-0 Wrk Prod12-3 SPECST NAUDivision 03103 30 00_Cast-in-Platt Concrctc.doc 03 30 00 - 4 CAST -IN -PLACE CONCRETE Page 4 of 26 1 1.5 SUBMITTALS 2 A. Submittals shall be in accordance with Section 01 33 00. 3 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 4 specials. 5 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 6 A. Product Data 7 1. Required for each type of product indicated 8 B. Design Mixtures 9 1. For each concrete mixture submit proposed mix designs in accordance with ACI 10 318, chapter 5. 11 2. Submit each proposed mix design with a record of past performance. 12 3. Submit alternate design mixtures when characteristics of materials, Project condi- 13 tions, weather, test results or other circumstances warrant adjustments. 14 4. Indicate amounts of mixing water to be withheld for later addition at Project site. 15 a. Include this quantity on delivery ticket. 16 C. Steel Reinforcement Submittals for Information 17 1. Mill test certificates of supplied concrete reinforcing, indicating physical and chem- 18 ical analysis. 19 1.7 CLOSEOUT SUBMITTALS [NOT USED] 20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21 1.9 QUALITY ASSURANCE 22 A. Manufacturer Qualifications 23 1. A firm experienced in manufacturing ready -mixed concrete products and that com- 24 plies with ASTM C94 requirements for production facilities and equipment 25 2. Manufacturer certified according to NRMCA's "Certification of Ready Mixed 26 Concrete Production Facilities" 27 B. Source Limitations 28 1. Obtain each type or class of cementitious material of the same brand from the same 29 manufacturer's plant, obtain aggregate from 1 source and obtain admixtures through 30 1 source from a single manufacturer. 31 C. ACI Publications 32 1. Comply with the following unless modified by requirements in the Contract Docu- 33 ments: 34 a. ACT 301 Sections 1 through 5 35 b. ACI117 36 D. Concrete Testing Service 37 1. Engage a qualified independent testing agency to perform material evaluation tests. CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 R: projecls10318\047-19V-0 Wrk Pred12-3 SPECSIFINALUvision 03103 30 00 Cast -in -Place Concrete.doc 03 30 00 - 5 CAST -IN -PLACE CONCRETE Page 5 of 26 1 1.10 DELIVERY, STORAGE, AND HANDLING 2 A. Steel Reinforcement 3 1. Deliver, store, and handle steel reinforcement to prevent bending and damage. 4 2. Avoid damaging coatings on steel reinforcement. 5 B. Waterstops 6 1. Store waterstops under cover to protect from moisture, sunlight, dirt, oil and other 7 contaminants. 8 1.11 FIELD CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS 11 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 12 2.2 PRODUCT TYPES AND MATERIALS 13 A. Manufacturers 14 1. In other Part 2 articles where titles below introduce lists, the following requirements 15 apply to product selection: 16 a. Available Products: Subject to compliance with requirements, products that { 17 may be incorporated into the Work include, but are not limited to, products 18 specified. 19 b. Available Manufacturers: Subject to compliance with requirements, 20 manufacturers offering products that may be incorporated into the Work 21 include, but are not limited to, manufacturers specified. 22 B. Form -Facing Materials 23 1. Rough -Formed Finished Concrete 24 a. Plywood, lumber, metal or another approved material 25 b. Provide lumber dressed on at Ieast 2 edges and 1 side for tight fit. 26 2. Chamfer Strips 27 a. Wood, metal, PVC or rubber strips 28 b. %-inch x 3/-inch, minimum 29 3. Rustication Strips 30 a. Wood, metal, PVC or rubber strips 31 b. Kerfed for ease of form removal 32 4. Form -Release Agent 33 a. Commercially formulated form -release agent that will not bond with, stain or 34 adversely affect concrete surfaces 35 b. Shall not impair subsequent treatments of concrete surfaces 36 c. For steel form -facing materials, formulate witb rust inhibitor. 37 5. Form Ties 0 CITY OF FORT WORTH Meadow lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTJON SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojec1s10319\047-1912-0 Wrk Wod12-3 SPECS\FJNAL\Ditrision 03103 30 00_Cast-in-Place Conerete.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 03 30 00 - 6 CAST -IN -PLACE CONCRETE Page 6 of 26 a. Factory -fabricated, removable or snap -off metal or glass -fiber -reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. b. Furnish units that will leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface. c. Furnish ties that, when removed, will leave holes no larger than 1 inch in diameter in concrete surface. d. Furnish ties with integral water -barrier plates to walls indicated to receive dampproofing or waterproofing. C. Steel Reinforcement 1. Reinforcing Bars a. ASTM A615, Grade 60, deformed D. Reinforcement Accessories 1. Smooth Dowel Bars a. ASTM A615, Grade 60, steel bars (smooth) b. Cut bars true to length with ends square and free of burrs. 2. Bar Supports a. Bolsters, chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire reinforcement in place b. Manufacture bar supports from steel wire, plastic or precast concrete according to CRSIts "Manual of Standard Practice," of greater compressive strength than concrete and as follows: 1) For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic -protected steel wire or CRSI Class 2 stainless -steel bar supports. 2) For slabs -on -grade, provide sand plates, horizontal runners or precast concrete blocks on bottom where base material will not support chair legs or where vapor barrier has been specified. ' E. Embedded Metal Assemblies 1. Steel Shapes and PIates: ASTM A36 2. Headed Studs: Heads welded by full -fission process, as furnished by TRW Nelson Stud Welding Division or approved equal F. Expansion Anchors Available Products a. Wej-it Bolt, Wei -it Corporation, Tulsa, Oklahoma b. Kwik Bolt II, Hilti Fastening Systems, Tulsa, Oklahoma c. Trubolt, Ramset Fastening Systems, Paris, Kentucky G. Adhesive Anchors and Dowels 1. Adhesive anchors shall consist of threaded rods anchored with an adhesive system into hardened concrete or grout -filled masonry. a. The adhesive system shall use a 2-component adhesive mix and shall be injected with a static mixing nozzle following manufacturer's instructions. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojacts103181047-1912-0 Wrk Prod12-9 SPECSUITNAI,Wivision 03103 30 00 Cast -in -Place Can ete.dcc 033000-7 CAST -IN -PLACE CONCRETE Page 7 of 26 I b. The embedment depth of the rod shall provide a minimum allowable bond 2 strength that is equal to the allowable yield capacity of the rod, unless otherwise 3 specified. 4 2. Available Products 5 a. Hilti HIT HY 150 Max 6 b- Simpson Acrylic -Tie 7 c. Powers Fasteners AC 100+ Gold 8 3. Tbreaded Rods: ASTM A193 9 a. Nuts: ASTM A563 hex carbon steel 10 b. Washers: ASTM F436 hardened carbon steel 11 c. Finish: Hot -dip zinc coating, ASTM A153, Class C 12 H. Inserts 13 1. Provide metal inserts required for anchorage of materials or equipment to concrete 14 construction where not supplied by other trades: 15 a. In vertical concrete surfaces for transfer of direct shear Ioads only, provide 16 adjustable wedge inserts of malleable cast iron complete with bolts, nuts and 17 washers. 18 1) Provide %-inch bolt size, unless otherwise indicated. 19 b. In horizontal concrete surfaces and whenever inserts are subject to tension 20 forces, provide threaded inserts of malleable cast iron furnished with full depth 21 bolts. 22 1) Provide %-inch bolt size, unless otherwise indicated. 23 1, Concrete Materials 24 1. Cementitious Material 25 a. Use the following cementitious materials, of the same type, brand, and source, 26 throughout Project: 27 1) Portland Cement 28 a) ASTM C 150, Type 1/11, gray 29 b) Supplement with the following: 30 (1) Fly Ash 31 (a) ASTM C618, Class C or F 32 (2) Ground Granulated Blast -Furnace Slag 33 (a) ASTM C989, Grade 100 or 120. 34 2) Silica Fume 35 a) ASTM C1240, amorphous silica 36 3) Normal -Weight Aggregates 37 a) ASTM C33, Class 3S coarse aggregate or better, graded 38 b) Provide aggregates from a single source. 39 4) Maximum Coarse -Aggregate Size 40 a) %-inch nominal 41 5) Fine Aggregate 42 a) Free of materials with deleterious reactivity to alkali in cement 43 6) Water 44 a) ASTM C94 and potable 45 J. Admixtures CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION ]DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Sprojec1s10319\047-19V-0 Wrk ProdV-3 SPECSWINABDivision 03\03 30 00—Cast-in-Place Coocrele.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 033000-8 CAST -IN -PLACE. CONCRETE Page 8 of 26 1. Air -Entraining Admixture a. ASTM C260 2. Chemical Admixtures a. Provide admixtures certified by manufacturer to be compatible with other ad- mixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. b. Do not use calcium chloride or admixtures containing calcium chloride. c. Water -Reducing Admixture 1) ASTM C494, Type A d. Retarding Admixture 1) ASTM C494, Type B e. Water -Reducing and Retarding Admixture 1) ASTM C494, Type D f. High -Range, Water -Reducing Admixture 1) ASTM C494, Type F g. High -Range, Water -Reducing and Retarding Admixture 1) ASTM C494, Type G h. Plasticizing and Retarding Admixture 1) ASTM C1017, Type 11 K. Waterstops 1. Self -Expanding Butyl Strip Waterstops a. Manufactured rectangular or trapezoidal strip, butyl rubber with sodium bentonite or other hydrophilic polymers, for adhesive bonding to concrete, %- inch x 1-inch. b. Available Products 1) Colloid Environmental Technologies Company; Volclay Waterstop-RX 2) Concrete Sealants Inc.; Conseal CS-231 3) Greenstreak; Swellstop 4) Henry Company, Sealants Division; Hydro -Flex 5) JP Specialties, Inc.; Earthshield Type 20 6) Progress Unlimited, Inc.; Superstop 7) TCMiraDRI; Mirastop L. Curing Materials 1. Absorptive Cover a. AASHTO M182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 ounces/square yard when dry 2. Moisture -Retaining Cover a. ASTM C171, polyethylene film or white burlap -polyethylene sheet 3. Water a. Potable 4, Clear, Waterborne, Membrane -Forming Curing Compound a. ASTM C309, Type 1, Class B, dissipating b. Available Products 1) Anti -Hydro International, Inc.; AH Curing Compound #2 DR WB 2) Burke by Edoco; Aqua Resin Cure CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:1Wojecta103181047-194-0 Wek Prod12-3 SI'BCSIFINALWivision 03103 30 00 Cast -in -Place Concretee doc 033000-9 CAST -IN -PLACE CONCRETE Page 9 of 26 1 3) ChemMasters; Safe -Cure Clear 2 4) Conspec Marketing & Manufacturing Co., Inc., a Dayton Superior 3 Company; W.B. Resin Cure 4 5) Dayton Superior Corporation; Day Chem Rez Cure (J-I I-W) 5 6) Euclid Chemical Company (The); Kurez DR VOX 6 7) Kaufman Products, Inc.; Thinfilm 420 7 8) Lambert Corporation; Aqua Kure -Clear 8 9) L&M Construction Chemicals, Inc.; L&M Cure R 9 10) Meadows, W. R., Inc.; 1100 Clear 10 11) Nox-Crete Products Group, Kinsman Corporation; Resin Cure E 11 12) Symons Corporation, a Dayton Superior Company; Resi-Chem Clear Cure 12 13) Tamms Industries, Inc.; Horncure WB 30 13 14) Unitex; Hydro Cure 309 14 15) US Mix Products Company; US Spec Maxcure Resin Clear 15 16) Vexcon Chemicals, Inc.; Certi-Vex Enviocure 100 16 M. Related Materials 17 1. Bonding Agent 18 a. ASTM C1059, Type II, non-redispersible, acrylic emulsion or styrene 19 butadiene 20 2. Epoxy Bonding Adhesive 21 a. ASTM C881, 2-component epoxy resin, capable of humid curing and bonding 22 to damp surfaces, of class suitable for application temperature and of grade to 23 suit requirements, and as follows: 24 1) Types I and II, non -load bearing 25 2) IV and V, load bearing, for bonding 26 3) Hardened or freshly mired concrete to hardened concrete 27 3. Reglets 28 a. Fabricate reglets of not less than 0.0217-inch thick, galvanized steel sheet 29 b. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete 30 or debris. 31 4. Sleeves and Blockouts 32 a. Formed with galvanized metal, galvanized pipe, polyvinyl chloride pipe, fiber 33 tubes or wood 34 5. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages 35 a. Sized as required 36 b. Shall be of strength and character to maintain formwork in place while placing 37 concrete 38 N_ Repair Materials 39 1. Repair Underlayment 40 a. Cement -based, polymer -modified, self -leveling product that can be applied in 41 thicknesses of 1/8 inch or greater 42 1) Do not feather. 43 b. Cement Binder 44 1) ASTM C150, portland cement or hydraulic or blended hydraulic cement as 45 defined in ASTM C219 CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Faprojects103185047-1912-0 Wrk Prodr2-3 SPECSV INADDivision 03\03 30 00_Cast-in-Place Concrete.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 033000-10 CAST -IN -PLACE CONCRETE Page 10 of 26 e. Primer 1) Product of underlayment manufacturer recommended for substrate, condi- tions, and application d. Aggregate 1) Well -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommended by underlayment manufacturer e. Compressive Strength 1) Not less than 4100 psi at 28 days when tested according to ASTM C109/C109M 2. Repair Overlayment a. Cement -based, polymer -modified, self -leveling product that can be applied in thicknesses of 1/8 inch or greater 1) Do not feather. b. Cement Binder 1) ASTM C150, portland cement or hydraulic or blended hydraulic cement as defined in ASTM C219 c. Primer 1) Product of topping manufacturer recommended for substrate, conditions, and application d. Aggregate 1) Well -graded, washed gravel, 1/8 to 1/4 inch or coarse sand as recommend- ed by topping manufacturer e. Compressive Strength 1) Not less than 5000 psi at 28 days when tested according to ASTM C109 O. Concrete Mixtures, General 1. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301. a. Required average strength above specified strength 1) Based on a record of past performance a) Determination of required average strength above specified strength shall be based on the standard deviation record of the results of at least 30 consecutive strength tests in accordance with ACI 318, Chapter 5.3 by the larger amount defined by formulas 5-1 and 5-2. 2) Based on laboratory trial mixtures a) Proportions shall be selected on the basis of laboratory trial batches prepared in accordance with ACI 318, Chapter 5.3.3.2 to produce an average strength greater than the specified strength fc by the amount defined in table 5.3.2.2. 3) Proportions of ingredients for concrete mixes shall be determined by an in- dependent testing laboratory or qualified concrete supplier. 4) For each proposed mixture, at least 3 compressive test cylinders shall be made and tested for strength at the specified age. a) Additional cylinders may be made for testing for information at earlier ages. 2. Cementitious Materials CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojects\031 M047-19\2-0 Wrk Prod\2-3 SPECSTINAUDivision 03103 30 00 Cast -in -Place Concrete.doc 03 30 00 - I 1 CAST -IN -PLACE CONCRETE Page 11 of 26 1 a. Limit percentage, by weight, of cementitious materials other than portland ce- 2 ment in concrete as follows, unless specified otherwise: 3 1) Fly Ash: 25 percent 4 2) Combined Fly Ash and. Pozzolan: 25 percent 5 3) Ground Granulated Blast -Furnace Slag: 50 percent 6 4) Combined Fly Ash or Pozzolan and Ground Granulated Blast -Furnace 7 Slag: 50 percent 8 5) Portland cement minimum, with fly ash or pozzolan not exceeding 25 per- 9 cent 10 6) Silica Fume: 10 percent 11 7) Combined Fly Ash, Pozzolans, and Silica Fume: 35 percent with fly ash or 12 pozzolans not exceeding 25 percent and silica fume not exceeding 10 per- 13 cent 14 8) Combined Fly Ash or Pozzolans, Ground Granulated Blast -Furnace Slag, 15 and Silica Fume: 50 percent with fly ash or pozzolans not exceeding 25 16 percent and silica fume not exceeding 10 percent 17 3. Limit water-soluble, chloride -ion content in hardened concrete to: 18 a. 0.30 percent by weight of cement if concrete will have no exposure to chlorides 19 (typical) 20 b. 0.15 percent by weight if concrete will be exposed to chlorides 21 c. 1-0 percent by weight if concrete will have no exposure to chlorides and will be 22 continually dry and protected. 23 4. Admixtures 24 a. Use admixtures according to manufacturer's written instructions. 25 b. Do not use admixtures which have not been incorporated and tested in accepted 26 mixes. 27 c. Use water -reducing high -range water -reducing or plasticizing admixture in 28 concrete, as required, for placement and workability. 29 d. Use water -reducing and retarding admixture when required by high 30 temperatures, low humidity or other adverse placement conditions. 31 e. Use water -reducing admixture in pumped concrete, concrete for heavy -use 32 industrial slabs and parking structure slabs, concrete required to be watertight, 33 and concrete with a water-cementitious materials ratio below 0.50. 34 f Use corrosion -inhibiting admixture in concrete mixtures where indicated. 35 P. Concrete Mixtures 36 1. Refer to TxDOT "Standard Specifications for Construction and Maintenance of 37 Highways, Streets, and Bridges" for: 38 a. Culverts 39 b. Headwalls 40 c. Wingwalls 41 2. Proportion normal -weight concrete mixture as follows: 42 a. Minimum Compressive Strength: 3,000 psi at 28 days 43 b. Maximum Water-Cementitious Materials Ratio: 0.50 44 c. Slump Limit: 5 inches or 8 inches for concrete with verified slump of 2 to 4 45 inches before adding high -range water -reducing admixture or plasticizing 46 admixture, plus or minus i inch CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:1Proiects503181047-1912-4 Wrk Prod52-3 SPECSTINAMvision 03M 3000_Cast-in-Place Concrete.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 03 30 00 - 12 CAST -IN -PLACE CONCRETE Page 12 of 26 d. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 3/4- inch nominal maximum aggregate size Q. Fabricating Reinforcement 1. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." R. Fabrication of Embedded Metal Assemblies I. Fabricate metal assemblies in the shop. Holes shall be made by drilling or punching. Holes shall not be made by or enlarged by burning. Welding shall be in accordance with AWS D1.1. 2. Metal assemblies exposed to earth, weather or moisture shall be hot dip galvanized. All other metal assemblies shall be either hot dip galvanized or painted with an epoxy paint. Repair galvanizing after welding with a Cold Galvanizing compound installed in accordance with the manufacturer's instructions. Repair painted assemblies after welding with same type of paint. S. Concrete Mixing 1. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C94, and furnish batch ticket information. a. When air temperature is between 85 and 90 degrees Fahrenheit, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 degrees Fahrenheit, reduce mixing and delivery time to 60 minutes. 2. Project -Site Mixing: Measure, batch, and mix concrete materials and concrete according to ASTM C94/C94M. Mix concrete materials in appropriate drum -type batch machine mixer. a. For mixer capacity of 1 cubic yard or smaller, continue mixing at least 1-1/2 minutes, but not more than 5 minutes after ingredients are in mixer, before any, part of batch is released. b. For mixer capacity larger than 1 cubic yard, increase mixing time by 15 seconds for each additional 1 cubic yard. c. Provide batch ticket for each batch discharged and used in the Work, indicating Project identification name and number, date, mixture type, mixture time, quantity, and amount of water added. Record approximate location of final deposit in structure. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:VprojectsM BN047-1912-0 Wrk Prod12-3 SPF.CSTWALOivision 03\03 30 00 Cast -in -Place Concrele.doc 03 30 00 - 13 CAST -IN -PLACE CONCRETE Page 13 of 26 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Formwork 9 1. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to 10 support vertical, lateral, static, and dynamic loads, and construction loads that might 11 be applied, until structure can support such loads. 12 2. Construct formwork so concrete members and structures are of size, shape, 13 alignment, elevation, and position indicated, within tolerance limits of ACI 117. 14 a. Vertical alignment 15 1) Lines, surfaces and arises less than 100 feet in height - 1 inch. 16 2) Outside corner of exposed corner columns and control joints in concrete 17 exposed to view Iess than 100 feet in height - 1/2 inch. 18 3) Lines, surfaces and arises greater than 100 feet in height - 1/1000 times the 19 height but not more than 6 inches. 20 4) Outside corner of exposed corner columns and control joints in concrete 21 exposed to view greater than 100 feet in height - 1/2000 times the height 22 but not more than 3 inches. 23 b. Lateral alignment 24 1) Members -I inch. 25 2) Centerline of openings 12 inches or smaller and edge location of larger 26 openings in slabs - 1/2 inch. 27 3) Sawcuts, joints, and weakened plane embedments in slabs - 3/4 inch. 28 c. Level alignment 29 1) Elevation of slabs -on -grade - 3/4 inch. 30 2) Elevation of top surfaces of formed slabs before removal of shores - 3/4 31 inch. 32 3) Elevation of formed surfaces before removal of shores - 3/4 inch. 33 d. Cross -sectional dimensions: Overall dimensions of beams, joists, and columns 34 and thickness of walls and slabs. 35 1) 12 inch dimension or less - plus 1/2 inch to minus 1/4 inch. 36 2) Greater than 12 inch to 3 foot dimension - plus 1/2 inch to minus 3/8 inch. 37 3) Greater than 3 foot dimension - plus 1 inch to minus 3/4 inch. 38 e. Relative alignment 39 1) Stairs 40 a) Difference in height between adjacent risers - 1/8 inch. CITY OF PORT WORTH Meadow Lakes and 3enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojeots%0318W47-1942-0 Wrk Pmd12-3 SPECSTINAL1Division 03\03 30 00_Ca I -in -Place Comme.dw 033000-14 CAST -IN -PLACE CONCRETE Page 14 of 20 1 b) Difference in width between adjacent treads - 1/4 inch. 2 c) Maximum difference in height between risers in a flight of stairs - 3/8 3 inch. 4 d) Maximum difference in width between treads in a flight of stairs - 3/8 5 inch. 6 2) Grooves 7 a) Specified width 2 inches or less - 1/8 inch. 8 b) Specified width between 2 inches and 12 inches - 1/4 inch. 9 3) Vertical alignment of outside corner of exposed corner columns and control 10 joint grooves in concrete exposed to view - 1/4 inch in 10 feet. 11 4) All other conditions - 3/8 inch in 10 feet. 12 3. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, 13 as follows: 14 a. Class B, 1/4 inch for smooth -formed finished surfaces. 15 b. Class C, 1/2 inch for rough -formed finished surfaces. 16 4. Construct forms tight enough to prevent loss of concrete mortar. 17 5. Fabricate forms for easy removal without hammering or prying against concrete 18 surfaces. Provide crush or wrecking plates where stripping may damage cast 19 concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 20 horizontal to 1 vertical. 21 a. Install keyways, reglets, recesses, and the like, for easy removal. 22 b. Do not use rust -stained steel form -facing material. 23 6. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve 24 required elevations and slopes in finished concrete surfaces. Provide and secure 25 units to support screed strips; use strike -off templates or compacting -type screeds. 26 7. Construct formwork to cambers shown or specified on the Drawings to allow for 27 structural deflection of the hardened concrete. Provide additional elevation or 28 camber in formwork as required for anticipated formwork deflections due to weight 29 and pressures of concrete and construction loads. 30 8. Foundation Elements: Form the sides of all below grade portions of beams, pier 31 caps, walls, and columns straight and to the lines and grades specified. Do no earth 32 form foundation elements unless specifically indicated on the Drawings. 33 9. Provide temporary openings for cleanouts and inspection ports where interior area 34 of formwork is inaccessible. Close openings with panels tightly fitted to forms and 35 securely braced to prevent loss of concrete mortar. Locate temporary openings in 36 forms at inconspicuous locations. 37 10. Chamfer exterior corners and edges of permanently exposed concrete. 38 11. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and 39 bulkheads required in the Work. Determine sizes and locations from trades 40 providing such items. 41 12. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, 42 sawdust, dirt, and other debris just before placing concrete. 43 13. Retighten forms and bracing before placing concrete, as required, to prevent mortar 44 leaks and maintain proper alignment. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAlprojects10319\047-1912-0 Wrk PredV-3 SPECMFWALMivision 03103 30 00 Cast -in -Place Concrcte.doc 033000-15 CAST -IN -PLACE CONCRETE Page 15 of 26 1 14. Coat contact surfaces of forms with form -release agent, according to manufacturer's 2 written instructions, before placing reinforcement, anchoring devices, and 3 embedded items. 4 a. Do not apply form release agent where concrete surfaces are scheduled to 5 receive subsequent finishes which may be affected by agent. Soak contact 6 surfaces of untreated forms with clean water. Keep surfaces wet prior to 7 placing concrete. 8 B. Embedded Items 9 1. Place and secure anchorage devices and other embedded items required for 10 adjoining work that is attached to or supported by cast -in -place concrete. Use 11 setting drawings, templates, diagrams, instructions, and directions furnished with 12 items to be embedded. 13 a. Install anchor rods, accurately located, to elevations required and complying 14 with tolerances in RISC 303, Section 7.5. 15 1) Spacing within a bolt group: 1/8 inch 16 2) Location of bolt group (center): 1/2 inch 17 3) Rotation of bolt group: 5 degrees 18 4) Angle off vertical: 5 degrees 19 5) Bolt projection: t 3/8 inch 20 b. Install reglets to receive waterproofing and to receive through -wall flashings in 21 outer face of concrete frame at exterior walls, where flashing is shown at lintels, 22 shelf angles, and other conditions. 23 C. Removing and Reusing Forms 24 1. Do not backfill prior to concrete attaining 70 percent of its 28-day design 25 compressive strength. 26 2. General: Formwork for sides of beams, walls, columns, and similar parts of the 27 Work that does not support weight of concrete may be removed after cumulatively 28 curing at not less than 50 degrees Fahrenheit for 24 hours after placing concrete, if 29 concrete is hard enough to not be damaged by form -removal operations and curing 30 and protection operations are maintained- 31 a. Leave formwork for beam soffits, joists, slabs, and other structural elements 32 that supports weight of concrete in place until concrete has achieved at least 70 33 percent of its 28-day design compressive strength. 34 b. Do not remove formwork supporting conventionally reinforced concrete until 35 concrete has attained 70 percent of its specified 28 day compressive strength as 36 established by tests of field cured cylinders. In the absence of cylinder tests, 37 supporting formwork shall remain in place until the concrete has cured at a 38 temperature of at least 50 degrees Fahrenheit for the minimum cumulative time 39 periods given in ACI 347, Section 3.7.2.3. Add the period of time when the 40 surrounding air temperature is below 50 degrees Fahrenheit, to the minimum 41 listed time period. Formwork for 2-way conventionally reinforced slabs shall 42 remain in place for at Ieast the minimum cumulative time periods specified for 43 1-way slabs of the same maximum span. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F3proiccts103181047-1952-0 Wyk Prod12-3 SPECSTINADDivisioo 03\03 30 00_cmt-in-Place Conerete.doc 03 30 00 - 16 CAST -IN -PLACE CONCRETE Page 16 of 26 1 c. Immediately reshore 2-way conventionally reinforced slabs after formwork 2 removal. Reshores shall remain until the concrete has attained the specified 28 3 day compressive strength. 4 d. Minimum cumulative curing times may be reduced by the use. of high -early 5 strength cement or forming systems which allow form removal without 6 disturbing shores, but only after the Contractor has demonstrated to the 7 satisfaction of the Engineer that the early removal of forms will not cause 8 excessive sag, distortion or damage to the concrete elements. 9 e. Completely remove wood forms. Provide temporary openings if required. 10 f. Provide adequate methods of curing and thermal protection of exposed concrete 11 if forms are removed prior to completion of specified curing time. 12 g. Reshore areas required to support construction loads in excess of 20 pounds per 13 square foot to properly distribute construction loading. Construction loads up 14 to the rated live load capacity may be placed on unshored construction provided 15 the concrete has attained the specified 28 day compressive strength. 16 h. Obtaining concrete compressive strength tests for the purposes of form removal 17 is the responsibility of the Contractor. 18 i. Remove forms only if shores have been arranged to permit removal of forms 19 without loosening or disturbing shores. 20 3. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, 21 delaminated, or otherwise damaged form -facing material will not be acceptable for 22 exposed surfaces. Apply new form -release agent. 23 4. When forms are reused, clean surfaces, remove fins and laitance, and tighten to 24 close joints. AIign and secure joints to avoid offsets. Do not use patched forms for 25 exposed concrete surfaces unless approved by Engineer. 26 D. Shores and Reshores 27 1. The Contractor is solely responsible for proper shoring and reshoring. 28 2. Comply with ACI 318 and ACI 301 for design, installation, and removal of shoring 29 and reshoring. 30 a. Do not remove shoring or reshoring until measurement of slab tolerances is 31 complete. 32 3. Plan sequence of removal of shores and reshore to avoid damage to concrete. 33 Locate and provide adequate reshoring to support construction without excessive 34 stress or deflection. 35 E. Steel Reinforcement 36 1. General: Comply with CRSI's "Manual of Standard Practice" for placing 37 reinforcement. 38 a. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder 39 before placing concrete. 40 2. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign 41 materials that would reduce bond to concrete. 42 3. Accurately position, support, and secure reinforcement against displacement. 43 Locate and support reinforcement with bar supports to maintain minimum concrete 44 cover. Do not tack weld crossing reinforcing bars. CITY OF FORT WORTH Meadow Lakes and Jeinkin Heights Sanit ary tary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 20 12 FAlprojects103181047-19V-0 Wrk Prodl2-3 SPFMKNALUvision 03103 3000 Cast -in -Place Cooerete.doc 033000-17 CAST -IN -PLACE CONCRETE Page 17 of 26 1 a. Weld reinforcing bars according to AWS DtA, where indicated. Only steel 2 conforming to ASTM A706 may be welded. 3 4. Installation tolerances 4 a. Top and bottom bars in slabs, girders, beams and joists: 5 1) Members 8 inches deep or less: ±3/8 inch 6 2) Members more than 8 inches deep: ±1/2 inch 7 b. Concrete Cover to Formed or Finished Surfaces: f3/8 inches for members 8 8 inches deep or less; t1/2 inches for members over 8 inches deep, except that 9 tolerance for cover shall not exceed 1/3 of the specified cover. 10 5. Concrete Cover I a. Reinforcing in structural elements deposited against the ground: 3 inches 12 b. Reinforcing in formed beams, columns and girders: 1-1/2 inches 13 c. Grade beams and exterior face of formed walls and columns exposed to 14 weather or in contact with the ground: 2 inches 15 d. Interior faces of walls: 1 inches 16 e. Slabs: 3/4 inches 17 6. Splices: Provide standard reinforcement splices by lapping and tying ends. Comply 18 with ACI 318 for minimum lap of spliced bars where not specified on the 19 documents. Do not lap splice no. 14 and 18 bars. 20 7. Field Welding of Embedded Metal Assemblies 21 a. Remove all paint and galvanizing in areas to receive field welds. 22 b. Field Prepare all areas where paint or galvanizing has been removed with the 23 specified paint or cold galvanizing compound, respectively. 24 F. Joints 25 1. General: Construct joints true to line with faces perpendicular to surface plane of 26 concrete. 27 2. Construction Joints: Install so strength and appearance of concrete are not 28 impaired, at locations indicated or as approved by Engineer. 29 a. Place joints perpendicular to main reinforcement. Continue reinforcement 30 across construction joints, unless otherwise indicated. Do not continue 31 reinforcement through sides of strip placements of floors and slabs. 32 b. Form keyed joints as indicated. Embed keys at least 1-1/2 inches into concrete. 33 c. Locate joints for beams, slabs, joists, and'girders in the middle third of spans. 34 Offset joints in girders a minimum distance of twice the beam width from a 35 beam -girder intersection. 36 d. Locate horizontal joints in walls and columns at underside of floors, slabs, 37 beams, and girders and at the top of footings or floor slabs. 38 e. Space vertical joints in walls as indicated. Locate joints beside piers integral 39 with walls, near corners, and in concealed locations where possible. 40 £ Use a bonding agent at locations where fresh concrete is placed against 41 hardened or partially hardened concrete surfaces. 42 3. Doweled Joints: Install dowel bars and support assemblies at joints where 43 indicated. Lubricate or asphalt coat 1-1/2 of dowel length to prevent concrete 44 bonding to 1 side of joint. 45 G. Waterstops CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 CAprojec1s503181047-1452-0 Wrk 1'rod12-3 SPECSTINAUnivision 03103 30 00_Cast -in-Place Concrete.doc 033000-18 CAST -IN -PLACE CONCRETE Page 18 of 26 1 1. Flexible Waterstops: Install in construction joints and at other joints indicated to 2 forma continuous diaphragm. Install in longest lengths practicable. Support and 3 protect exposed waterstops during progress of the Work. Field fabricate joints in 4 waterstops according to manufacturer's written instructions. 5 2. Self -Expanding Strip Waterstops: Install in construction joints and at other 6 locations indicated, according to manufacturer's written instructions, adhesive 7 bonding, mechanically fastening, and firmly pressing into place. Install in longest 8 lengths practicable. 9 H. Adhesive Anchors 10 1. Comply with the manufacturer's installation instructions on the hole diameter and 11 depth required to fully develop the tensile strength of the adhesive anchor or 12 reinforcing bar. 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 2. Properly clean out the hole utilizing a wire brush and compressed air to remove all loose material from the hole, prior to installing adhesive material. I. Concrete Placement 1. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. 2. Do not add water to concrete during delivery, at Project site, or during placement unless approved by Engineer. 3. Before test sampling and placing concrete, water may be added at Project site, subject to limitations of ACI 301. a. Do not add water to concrete after adding high -range water -reducing admixtures to mixture. b. Do not exceed the maximum specified water/cement ratio for the mix. 4. Deposit concrete continuously in I layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation. a. Deposit concrete in horizontal layers of depth to not exceed formwork design pressures, 15 feet maximum and in a manner to avoid inclined construction joints. b. ConsoIidate placed concrete with mechanical vibrating equipment according to ACI 301. c. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised December 20, 2012 F.\projects103181047-M2-0 Wrk Prod12-3 SPECSTINALMwision 03103 30 00 Cast -in -Piave Concree.doc 033000-19 CAST -IN -PLACE CONCRETE Page 19 of 26 1 d. Do not permit concrete to drop freely any distance greater than 10 feet for 2 concrete containing a high range water reducing admixture (superplasticizer) or 3 5 feet for other concrete. Provide chute or tremie to place concrete where longer 4 drops are necessary. Do not place concrete into excavations with standing 5 water. If place of deposit cannot be pumped dry, pour concrete through a tremie 6 with its outlet near the bottom of the place of deposit. 7 e. Discard pump priming grout and do not use in the structure. 8 5. Deposit and consolidate concrete for floors and slabs in a continuous operation, 9 within limits of construction joints, until placement of a panel or section is 10 complete. 11 a. Consolidate concrete during placement operations so concrete is thoroughly 12 worked around reinforcement and other embedded items and into corners. 13 b. Maintain reinforcement in position on chairs during concrete placement. 14 c. Screed slab surfaces with a straightedge and strike off to correct elevations. 15 d. Slope surfaces uniformly to drains where required. 16 e. Begin initial floating using bull floats or darbies to form a uniform and open- 17 textured surface plane, before excess bleedwater appears on the surface. Do not 18 further disturb slab surfaces before starting finishing operations. 19 6. Cold -Weather Placement: Comply with ACI 306.1 and as follows. Protect 20 concrete work from physical damage or reduced strength that could be caused by 21 frost, freezing actions, or low temperatures. 22 a. When average high and low temperature is expected to fall below 40 23 degrees Fahrenheit for 3 successive days, maintain delivered concrete mixture 24 temperature within the temperature range required by ACI 301. 25 b. Do not use frozen materials or materials containing ice or snow. Do not place 26 concrete on frozen subgrade or on subgrade containing frozen materials. 27 c. Do not use calcium chloride, salt, or other materials containing antifreeze 28 agents or chemical accelerators unless otherwise specified and approved in 29 mixture designs. 30 7. Hot -Weather Placement: Comply with ACI 305.1 and as follows: 31 a. Maintain concrete temperature below 95 degrees Fahrenheit at time of 32 placement. Chilled mixing water or chopped ice may be used to control 33 temperature, provided water equivalent of ice is calculated to total amount of 34 mixing water. Using liquid nitrogen to cool concrete is Contractor's option. 35 b. Fog -spray forms, steel reinforcement, and subgrade just before placing 36 concrete. Keep subgrade uniformly moist without standing water, soft spots, or 37 dry areas. 38 J. Finishing Formed Surfaces 39 1. Rough -Formed Finish: As -cast concrete texture imparted by form -facing material 40 with tie holes and defects repaired and patched. Remove fins and other projections 41 that exceed specified limits on formed -surface irregularities. 42 a. Apply to concrete surfaces not exposed to public view. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 MprojedsMl Rkl047-1912-0 Wrk PradU 3 SPECSTINAUDivision 03V3 30 00_Casl-in-Place Concrete-dar 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 033000-20 CAST -IN -PLACE CONCRETE Page 20 of 26 2. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. K. Miscellaneous Concrete Items I. billing In: Fill in holes and openings left in concrete structures, unless otherwise indicated, after work of other trades is in place. Mix, place, and cure concrete, as specified, to blend with in -place construction. Provide other miscellaneous concrete filling indicated or required to complete the Work. 2. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and by steel -troweling surfaces to a hard, dense finish with comers, intersections, and terminations slightly rounded. 3. Equipment Bases and Foundations: Provide machine and equipment bases and foundations as shown on Drawings. Set anchor bolts for machines and equipment at correct elevations, complying with diagrams or templates from manufacturer furnishing machines and equipment. a. Housekeeping pads: Normal weight concrete (3000 psi), reinforced with #3@16 inches on center set at middepth of pad. Trowel concrete to a dense, smooth finish. Set anchor bolts for securing mechanical or electrical equipment during pouring of concrete fill. 4. Protective slabs ("Mud slabs"): Normal weight concrete (2500 psi minimum) with a minimum thickness of 3-1/2 inches. Finish slab to a wood float finish. L. Concrete Protecting and Curing 1. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold -weather protection and ACI 305.1 for hot -weather protection during curing. 2. Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after Ioosening forms. If removing forms before end of curing period, continue curing for the remainder of the curing period. 3. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including floors and slabs, concrete floor toppings, and other surfaces. 4. Cure concrete according to ACI 308.1, by 1 or a combination of the following methods: a. Moisture Curing: Keep surfaces continuously moist for not less than 7 days with the following materials: 1) Water 2) Continuous water -fog spray 3) Absorptive cover, water saturated, and kept continuously wet. Cover concrete surfaces and edges with 12-inch lap over adjacent absorptive covers CITY OF FORT WORTH Meadow takes and knkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised December 20, 2012 F.lpmjcmt 03181047-1952-0 Wrk Prad12-3 SPECSWINAUDivision 03103 30 00 Cast-iu-Place Concrete.doc 03 30 00 - 21 CAST -IN -PLACE CONCRETE Page 21 of 26 1 b. Moisture -Retaining -Cover Curing: Cover concrete surfaces with moisture- 2 retaining cover for curing concrete, placed in widest practicable width, with 3 sides and ends lapped at least 12 inches, and sealed by waterproof tape or 4 adhesive. Cure for not less than 7 days. Immediately repair any holes or tears 5 during curing period using cover material and waterproof tape. 6 1) Moisture cure or use moisture -retaining covers to cure concrete surfaces to 7 receive floor coverings. 8 2) Moisture cure or use moisture -retaining covers to cure concrete surfaces to 9 receive penetrating liquid floor treatments. 10 3) Cure concrete surfaces to receive floor coverings with either a moisture- 11 retaining cover or a curing compound that the manufacturer certifies will 12 not interfere with bonding of floor covering used on Project. 13 c. Curing Compound: Apply uniformly in continuous operation by power spray 14 or roller according to manufacturer's written instructions. Recoat areas 15 subjected to heavy rainfall within 3 hours after initial application. Maintain 16 continuity of coating and repair damage during curing period. 17 3.5 REPAIR 18 A. Concrete Surface Repairs 19 1. Defective Concrete: Repair and patch defective areas when approved by Engineer. 20 Remove and replace concrete that cannot be repaired and patched to Engineer's 21 approvaI. 22 2. Patching Mortar: Mix dry -pack patching mortar, consisting of 1 part portland 23 cement to 2-1/2 parts fine aggregate passing a No. 16 sieve, using only enough 24 water for handling and placing. 25 3. Repairing Formed Surfaces: Surface defects include color and texture 26 irregularities, cracks, spalls, air bubbles, honeycombs, rock pockets, fins and other 27 projections on the surface, and stains and other discoloration that cannot be 28 removed by cleaning. 29 a. Immediately after form removal, cut-out honeycombs, rock pockets, and voids 30 more than 1/2 inch in any dimension in solid concrete, but not less than 1 inch 31 in depth. Make edges of cuts perpendicular to concrete surface. Clean, dampen 32 with water, and brush -coat holes and voids with bonding agent. Fill and 33 compact with patching mortar before bonding agent has dried. Fill form -tie 34 voids with patching mortar or cone plugs secured in place with bonding agent. 35 b. Repair defects on surfaces exposed to view by blending white portland cement 36 and standard portland cement so that, when dry, patching mortar will match 37 surrounding color. Patch a test area at inconspicuous locations to verify 38 mixture and color match before proceeding with patching. Compact mortar in 39 place and strike off slightly higher than surrounding surface. 40 c. Repair defects on concealed formed surfaces that affect concrete's durability 41 and structural performance as determined by Engineer. 42 4, Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, 43 for finish and verify surface tolerances specified for each surface. Correct low and 44 high areas. Test surfaces sloped to drain for trueness of slope and smoothness; use 45 a sloped template. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 0I829 Revised December 20, 2012 F:lpr0ject8103181047-1912-0 Wyk Prod12-3 SPEMFINALWivision 03103 30 00_Cnt-in-Place Concrete.doc 03 30 00 - 22 CAST -IN -PLACE CONCRETE Page 22 of 26 1 a. Repair finished surfaces containing defects. Surface defects include spalls, pop 2 outs, honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch wide 3 or that penetrate to reinforcement or completely through unreinforced sections 4 regardless of width, and other objectionable conditions. 5 b. After concrete has cured at least 14 days, correct high areas by grinding. 6 c. Correct localized low areas during or immediately after completing surface 7 finishing operations by cutting out low areas and replacing with patching 8 mortar. Finish repaired areas to blend into adjacent concrete. 9 d. Repair defective areas, except random cracks and single boles 1 inch or less in 10 diameter, by cutting out and replacing with fresh concrete. Remove defective 11 areas with clean, square cuts and expose steel reinforcement with at least a 3/4- 12 inch clearance all around. Dampen concrete surfaces in contact with patching 13 concrete and apply bonding agent. Mix patching concrete of same materials 14 and mixture as original concrete except without coarse aggregate. Place, 15 compact, and finish to blend with adjacent finished concrete. Cure in same 16 manner as adjacent concrete. 17 e. Repair random cracks and single holes 1 inch or less in diameter with patching 18 mortar. Groove top of cracks and cut out holes to sound concrete and clean off 19 dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply 20 bonding agent. Place patching mortar before bonding agent has dried. 21 Compact patching mortar and finish to match adjacent concrete. Keep patched 22 area continuously moist for at least 72 hours. 23 5. Perform structural repairs of concrete, subject to Engineer's approval, using epoxy 24 adhesive and patching mortar. 25 6. Repair materials and installation not specified above may be used, subject to 26 Engineer's approval. 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 FIELD QUALITY CONTROL 29 A. Testing and Inspecting: City will engage a special inspector and qualified testing and 30 inspecting agency to perform field tests and inspections and prepare test reports. 31 B. Inspections 32 1. Steel reinforcement placement 33 2. Headed bolts and studs 34 3. Verification of use of required design mixture 35 4. Concrete placement, including conveying and depositing 36 5. Curing procedures and maintenance of curing temperature 37 6. Verification of concrete strength before removal of shores and forms from beams 38 and slabs 39 C. Concrete Tests: Perform testing of composite samples of fresh concrete obtained 40 according to AS TM C172 according to the following requirements: CITY OF FORT WORTH Meadow lakes and Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 R\prolects103185047-1912-0 Wrk ProdU-3 SPECSTINADDivision 03\03 30 00 Cast -in -Place Concrete.dw 03 30 00 - 23 CAST -IN -PLACE CONCRETE Page 23 of 26 1 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each 2 concrete mixture exceeding 5 cubic yard, but less than 25 cubic yard, plus 1 set for 3 each additional 50 cubic yard or fraction thereof. 4 2. Slump: ASTM C143; 1 test at point of placement for each composite sample, but 5 not less than 1 test for each day's pour of each concrete mixture. Perform additional 6 tests when concrete consistency appears to change. 7 3, Air Content: ASTM C231, pressure method, for normal -weight concrete; 1 test for 8 each composite sample, but not less than 1 test for each day's pour of each concrete 9 mixture. 10 4. Concrete Temperature: ASTM C1064; 1 test hourly when air temperature is 40 11 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 12 test for each composite sample. 13 5. Compression Test Specimens: ASTM C31, 14 a. Cast and laboratory cure 4 cylinders for each composite sample. 15 1) Do not transport field cast cylinders until they have cured for a 16 minimum of 24 hours. 17 6, Compressive -Strength Tests: ASTM C39; 18 a. Test 1 cylinder at 7 days. 19 b. Test 2 cylinders at 28 days. 20 c. Hold 1 cylinder for testing at 56 days as needed. 21 7. When strength of field -cured cylinders is less than 85 percent of companion 22 laboratory -cured cylinders, evaluate operations and provide corrective procedures 23 for protecting and curing in -place concrete. 24 8. Strength of each concrete mixture will be satisfactory if every average of any 3 25 consecutive compressive -strength tests equals or exceeds specified compressive 26 strength and no compressive -strength test value falls below specified compressive 27 strength by more than 500 psi. 28 9. Report test results in writing to Engineer, concrete manufacturer, and Contractor 29 within 48 hours of testing. Reports of compressive -strength tests shall contain 30 Project identification name and number, date of concrete placement, name of 31 concrete testing and inspecting agency, location of concrete batch in Work, design 32 compressive strength at 28 days, concrete mixture proportions and materials, 33 compressive breaking strength, and type of break for both 7- and 28-day tests. 34 10. Additional Tests: Testing and inspecting agency shall make additional tests of 35 concrete when test results indicate that slump, air entrainment, compressive 36 strengths, or other requirements have not been met, as directed by Engineer. 37 Testing and inspecting agency may conduct tests to determine adequacy of concrete 38 by cored cylinders complying with ASTM C42 or by other methods as directed by 39 Engineer. CITY OF PORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:\projects\03I8\047-W2-0 Wrk Prodt2-3 SPECSTINAL\Division 03103 3000_Ca t-io-Place CmaEteAoc 03 30 00 - 24 CAST -IN -PLACE CONCRETE Page 24 of 26 1 a. When the strength level of the concrete for any portion of the structure, as 2 indicated by cylinder tests, falls below the specified requirements, provide 3 improved curing conditions and/or adjustments to the mix design as required to 4 obtain the required strength. If the average strength of the laboratory control 5 cylinders falls so low as to be deemed unacceptable, follow the core test 6 procedure set forth in ACI 301, Chapter 17. Locations of core tests shall be 7 approved by the Engineer. Core sampling and testing shall be at Contractors 8 expense. 9 b. If the results of the core tests indicate that the strength of the structure is 10 inadequate, any replacement, load testing, or strengthening as may be ordered ll by the Engineer shall be provided by the Contractor without cost to the City. 12 11. Additional testing and inspecting, at Contractor's expense, will be performed to 13 determine compliance of replaced or additional work with specified requirements. 14 12. Correct deficiencies in the Work that test reports and inspections indicate does not 15 comply with the Contract Documents. 16 D. Measure floor and slab flatness and levelness according to ASTM EI t 5 5 within 48 17 hours of finishing. 18 E. Concrete Finish Measurement and Tolerances 19 1. All floors are subject to measurement for flatness and levelness and comply with 20 the following: 21 a. Slabs shall be flat within a tolerance of 5/16 inches in 10 feet when tested with 22 a 10 foot long straightedge. Apply straightedge to the slab at 3 foot intervals in 23 both directions, lapping straightedge 3 feet on areas previously checked. Low 24 spots shall not exceed the above dimension anywhere along the straightedge. 25 Flatness shall be checked the next work day after finishing. 26 b. Slabs shall be level within a tolerance of f 1/4 inch in 10 feet, not to exceed 3/4 27 inches total variation, anywhere on the floor, from elevations indicated on the 28 Drawings. Levelness shall be checked on a 10 foot grid using a level after 29 removal of forms. 30 c. Measurement Standard: All floors are subject to measurement for flatness and 31 levelness, according to ASTM El 155. 32 2. 2 Tiered Measurement Standard 33 a. Each floor test section and the overall floor area shall conform to the 2-tiered 34 measurement standard as specified herein. 35 1) Minimum Local Value: The minimum local FF/FL values represent the ab- 36 solute minimum surface profile that will be acceptable for any 1 test sample 37 (line of measurements) anywhere within the test area. 38 2) Specified Overall Value: The specified overall FF/FL values represent the 39 minimum values acceptable for individual floor sections as well as the floor 40 as a whole. 41 3. Floor Test Sections 42 a. A floor test section is defined as the smaller of the following areas: 43 1) The area bounded by column and/or wall lines 44 2) The area bounded by construction and/or control joint lines 45 3) Any combination of column lines and/or control joint lines CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 r:\pmjects103181047-1912-0 Wyk PmM-3 SPECSTINADDivisie¢ 03103 3000 Cast -in -Place Concrete doc I 03 30 00 - 25 CAST -IN -PLACE CONCRETE Page 25 of 26 1 b. Test sample measurement lines within each test section shall be 2 multidirectional along 2 orthogonal lines, as defined by ASTM El 155, at a 3 spacing to be determined by the City's testing agency. 4 c. The precise layout of each test section shall be determined by the City's testing 5 agency. 6 4. Concrete Floor Finish Tolerance 7 a. The following values apply before removal of shores. Levelness values (FL) do 8 not apply to intentionally sloped or cambered areas, nor to slabs poured on 9 metal deck or precast concrete. 10 1) Slabs 11 Overall Value FF45/FL30 12 Minimum Local Value FF301FL20 13 5. Floor Elevation Tolerance Envelope 14 a. The acceptable tolerance envelope for absolute elevation of any point on the 15 slab surface, with respect to the elevation shown on the Drawings, is as follows: 16 1) Slab -on -Grade Construction: f 3/ inch 17 2) Top surfaces of formed slabs measured prior to removal of supporting 18 shores: t % inch 19 3) Top surfaces of all other slabs: f % inch 20 4) Slabs specified to slope shall have a tolerance from the specified slope of 21 3/8 inch in 10 feet at any point, up to 3/ inch from theoretical elevation at 22 any point. 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING 26 A. Defective Work 27 1. Imperfect or damaged work or any material damaged or determined to be defective 28 before final completion and acceptance of the entire job shall be satisfactorily re- 29 placed at the Contractor's expense, and in conformity with all of the requirements of 30 the Drawings and Specifications. 31 2. Perform removal and replacement of concrete work in such manner as not to impair 32 the appearance or strength of the structure in any way. 33 B. Cleaning 34 1. Upon completion of the work remove from the site all forms, equipment, protective 35 coverings and any rubbish resulting therefrom. 36 2. After sweeping floors, wash floors with clean water. 37 3. Leave finished concrete surfaces in a clean condition, satisfactory to the City. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 RNprojectsW318N047-19U-0 WA ProdQ-3 SPECSTWAL47ivisim 03NO3 30 00 Cast -in -Place Conerete.dw 03 30 00 - 26 CAST -IN -PLACE CONCRETE Page 26 of 26 1 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 END OF SECTION Col 7 Revision Log DATE NAME SUMMARY OF CHANGE 2.2.0.3 — Removed Blue Text/Added Descriptions for water-soluble, 12/20/2012 D. Johnson chloride -ion content 3A.C.1— Changed 75% to 70% CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised December 20, 2012 FAprojws10318T474912-0 Wrk Prod12-3 SPFCS1FIIdALIDivisicn 03103 3C CO Cast -in -Platt Concrcto.doc 9 033413-1 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 1 of 7 1 SECTION 03 34 13 2 CONTROLLED LOW STRENGTH MATERIAL (CLSM) 3 PARTI- GENERAL C' PIMYl13h75/1: 4 5 A. Section includes: 6 1. Controlled low strength material (CLSM) for use in the following: 7 a. Flowable backfill 8 B. Deviations from this City of Fort Worth Standard Specification 9 L None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 03 30 00 - Cast -in -Place Concrete 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. This Item is considered subsidiary to the structure or Items being placed. 18 2. Payment 19 a. The work performed and the materials furnished in accordance with this Item 20 are subsidiary to the structure or Items being placed and no other compensation 21 will be allowed. 22 1.3 REFERENCES 23 A. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end of this 26 Specification, unless a date is specifically cited. 27 B. ASTM International (ASTM): 28 1. C31 - Standard Practice for Making and Curing Concrete Test Specimens in the 29 Field. 30 2. C33 - Standard Specification for Concrete Aggregates. 31 3. C39 - Standard Test Method for Compressive Strength of Cylindrical Concrete 32 Specimens. 33 4. C143 - Standard Test Method for Slump of Hydraulic Cement Concrete. 34 5- C231 - Standard Test Method for Air Content of Freshly Mixed Concrete by the 35 Pressure Method. 36 6. C260 - Standard Specification for Air -Entraining Admixtures for Concrete. CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised December 20, 2012 R: proiects103165047-1912-0 Wrk Frod12-3 SPECMFINAL\Division 03W3 3413_Controlled Low Strength Material_CISM.doc 03 34 13 - 2 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 2 of 7 1 7. C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural 2 Pozzolan for Use in Concrete. 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 SUBMITTALS 5 A. Provide submittals in accordance with Section 01 33 00. 6 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 7 specials. 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 9 A. Product data 10 B. Sieve analysis 11 1. Submit sieve analyses of fine and coarse aggregates being used. 12 a. Resubmit at any time there is a significant change in grading of materials. 13 2. Mix 14 a. Submit full details, including mix design calculations for mix proposed for use. 15 C. Trial batch test data 16 1. Submit data for each test cylinder. 17 2. Submit data that identifies mix and slump for each test cylinder. 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 19 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 22 1.11 FIELD CONDITIONS [NOT USED] 23 112 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS 25 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 26 2.2 PRODUCT TYPES AND MATERIALS 27 A. Materials 28 1. Portland cement: Type II low alkali portland cement as specified in Section 03 30 29 00. 30 2. Fly ash: Class F fly ash in accordance with ASTM C618. 31 3. Water: As specified in Section 03 30 00, 32 4. Admixture: Air entraining admixture in accordance with ASTM C260. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F_1Frojects103I9\047-19V-0 Wrk Prod12-3 SPECSIPINALWivision 03103 34 13_ Controlled Low Strength Material CLSM,doc I 9 033413-3 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 3 of 7 1 5. Fine aggregate: Concrete sand (does not need to be in accordance with 2 ASTM C33). No more than 12 percent of fine aggregate shall pass a No. 200 sieve, 3 and no plastic fines shall be present. 4 6. Coarse aggregate: Pea gravel no larger than 3/8 inch. 5 B. Mixes 6 1. Performance requirements 7 a. Total calculated air content 8 1) Not less than 8.0 percent or greater than 12.0 percent. 9 b. Minimum unconfined compressive strength 10 1) Not less than 50 psi measured at 28 days. 11 c. Maximum unconfined compressive strength 12 1) Not greater than 150 psi measured at 28 days. 13 2) Limit the long-term strength (90 days) to 200 psi such that material could 14 be re -excavated with conventional excavation equipment in the future if 15 necessary. 16 d. Wet density 17 1) No greater than 132 pounds per cubic foot. 18 e. Color 19 1) No coloration required unless noted. 20 2) Submit dye or other coloration means for approval. 21 2. Suggested design mix Absolute Volume Material Weight Specific Gravity Cubic Foot Cement 30 pounds 3.15 0.15 Fly Ash 300 pounds 2.30 2.09 Water 283 pounds I.00 4.54 Coarse Aggregate 1,465 pounds 2.68 8,76 Fine Aggregate 1,465 pounds 2.68 8.76 Admixture 4-6 ounces - 2.70 TOTAL 3,543 pounds - 27.00 22 23 2.3 ACCESSORIES [NOT USED] 24 2.4 SOURCE QUALITY CONTROL 25 26 27 28 29 30 31 A. Trial batch 1. After mix design has been accepted by Engineer, have trial batch of the accepted mix design prepared by testing laboratory acceptable to Engineer. 2. Prepare trial batches using specified cementitious materials and aggregates proposed to be used for the Work. 3. Prepare trial batch with sufficient quantity to determine slump, workability, consistency, and to provide sufficient test cylinders. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Spwjo ls403181047-1952-0 Wyk Pro&2-3 SPECSTMADDivision 0M03 34 13_Controlled Low Strength MatC ial_CLSM.doo 033413-4 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 4 of 7 1 B. Test cylinders: 2 1. Prepare test cylinders in accordance with ASTM C31 with the following 3 exceptions: 4 a. Fill the concrete test cylinders to overflowing and tap sides lightly to settle the 5 mix. 6 b. Do not rod the concrete mix. 7 c. Strike off the excess material. 8 2. Place test cylinders in a moist curing room. Exercise caution in moving and 9 transporting the cylinders since they are fragile and will withstand only minimal 10 bumping, banging, or jolting without damage. 11 3. Do not remove the test cylinder from mold until the cylinder is to be capped and 12 tested. 13 4. The test cylinders may be capped with standard sulfur compound or neoprene pads: 14 a. Perform the capping carefully to prevent premature fractures. 15 b. Use neoprene pads a minimum of 1/2 inch thick, and 1/2 inch larger in diameter 16 than the test cylinders. 17 c. Do not perform initial compression test until the cylinders reach a minimum 18 age of 3 days. 19 C. Compression test 8 test cylinders: Test 4 test cylinders at 3 days and 4 at 28 days in 20 accordance with ASTM C39 except as modified herein: 21 1. The compression strength of the 4 test cylinders tested at 28 days shall be equal to 22 or greater than the minimum required compression strength, but not exceed 23 maximum compression strength. 24 D. If the trial batch tests do not meet the Specifications for strength or density, revise and 25 resubmit the mix design, and prepare additional trial batch and tests. Repeat until an 26 acceptable trial batch is produced that meets the Specifications. 27 1. All the trial batches and acceptability of materials shall be paid by the 28 CONTRACTOR. 29 2. After acceptance, do not change the mix design without submitting a new mix 30 design, trial batches, and test information. 31 E. Determine slump in accordance with ASTM C143 with the following exceptions: 32 1. Do not rod the concrete material. 33 2. Place material in slump cone in I semi -continuous filling operation, slightly 34 overfill, tap lightly, strike off, and then measure and record slump. CITY OF PORT WORTH Meadow Lakcs and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FApL jws103161047-1952-0 Wrk Prod12-3 SPECSIFINAL1Division 0M03 34 13_Controlled Low Strength Material_CLSMAce 033413-5 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 5 of 7 1 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION [NOT USED] 5 3.4 INSTALLATION 6 A. Place CLSM by any method which preserves the quality of the material in terms of 7 compressive strength and density: 8 1. Limit lift heights of CLSM placed against structures and other facilities that could 9 be damaged due to the pressure from the CLSM, to the lesser of 4 feet or the lift 10 height indicated on the Drawings. Do not place another lift of CLSM until the last 11 lift of CLSM has set and gained sufficient strength to prevent lateral load due to the 12 weight of the next lift of CLSM. 13 2. The basic requirement for placement equipment and placement methods is the 14 maintenance of its fluid properties. 15 3. Transport and place material so that it flows easily around, beneath, or through 16 walls, pipes, conduits, or other structures. 17 4. Use a slump of the placed material greater than 9 inches, and sufficient to allow the 18 material to flow freely during placement: 19 a. After trial batch testing and acceptance, maintain slump developed during 20 testing during construction at all times within ± 1 inch. 21 5. Use a slump, consistency, workability, flow characteristics, and pumpability (where 22 required) such that when placed, the material is self -compacting, self-densifying, 23 and has sufficient plasticity that compaction or mechanical vibration is not required. 24 6. When using as embedment for pipe take appropriate measures to ensure line and 25 grade of pipe. 26 3.5 REPAIR [NOT USED] 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 FIELD QUALITY CONTROL 29 30 31 32 33 34 35 36 37 38 39 40 A. General 1. Make provisions for and furnish all material for the test specimens, and provide manual assistance to assist the Engineer in preparing said specimens. 2. Be responsible for the care of and providing curing condition for the test specimens. B. Tests by the City 1. During the progress of construction, the City will have tests made to determine whether the CLSM, as being produced, complies with the requirements specified hercinbefore. Test cylinders will be made and delivered to the laboratory by the Engineer and the testing expense will be borne by the City. 2. Test cylinders a. Prepare test cylinders in accordance with ASTM C31 with the following exceptions: CTI'Y OF FORT WORTH Meadow Lakes and Jenknl Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F.*rajects503I81047-19V-0 Wrk Prod12-3 SPECSTINALMivision 03\03 3413 ControflW Low Strength Matcrial_CLSM.doc 03 34 13-6 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 6 of 7 1 1) Fill the concrete test cylinders to overflowing and tap sides lightly to settle 2 the mix. 3 2) Do not rod the concrete mix. 4 3) Strike off the excess material. 5 b. Place the cylinders in a safe location away from the construction activities. 6 Keep the cylinders moist by covering with wet burlap, or equivalent. Do not 7 sprinkle water directly on the cylinders. 8 c. After 2 days, place the cylinders in a protective container for transport to the 9 laboratory for testing. The concrete test cylinders are fragile and shall be 10 handled carefully. The container may be a box with a Styrofoam or similar 11 lining that will limit the jarring and bumping of the cylinders. 12 d. Place test cylinders in a moist curing room. Exercise caution in moving and 13 transporting the cylinders since they are fragile and will withstand only 14 minimal bumping, banging, or jolting without damage. 15 e. Do not remove the test cylinder from mold until the cylinder is to be capped 16 and tested. 17 £ The test cylinders may be capped with standard sulfur compound or neoprene 18 pads: 19 1) Perform the capping carefully to prevent premature fractures. 20 2) Use neoprene pads a minimum of 1/2 inch thick, and 1/2 inch larger in 21 diameter than the test cylinders. 22 3) Do not perform initial compression test until the cylinders reach a 23 minimum age of 3 days. 24 3. The number of cylinder specimens taken each day shall be determined by the 25 Inspector. 26 a. Test 1 cylinder at 3 days and 2 at 28 days in accordance with ASTM C39 27 except as modified herein. 28 b. The compression strength of the cylinders tested at 28 days shall be equal to or 29 greater than the minimum required compression strength, but not exceed 30 maximum compression strength. 31 4. The City will test the air content of the CLSM. Test will be made immediately after 32 discharge from the mixer in accordance with ASTM C231, 33 5. Test the slump of CLSM using a slump cone in accordance with ASTM C143 with 34 the following exceptions: 35 a. Do not rod the concrete material. 36 b. Place material in slump cone in 1 semi continuous filling operation, slightly 37 overfill, tap lightly, strike off, and then measure and record slump. 38 6. If compressive strength of test cylinders does not meet requirements, make 39 corrections to the mix design to meet the requirements of this specification. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F \proje ts10 WD47-1912-0 Wrk Prod12-3 SPECSTINALWivisiou 03103 34 13_Centrolled Low Strength materialCLSM.doc 033413-7 CONTROLLED LOW STRENGTH MATERIAL (CLSM) Page 7 of 7 I 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING INOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 10 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heigbts Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECJFICATION DOCUMENTS City Project No, 01829 Revised December 20, 2012 P:lproiecis5031640474412-0 Wrk Prod12-3 SPLCSTWAUDivision 03103 34 13_Controlled Low Strength Material_CISM.doc 033416-1 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 1 of 4 1 SECTION 03 34 16 2 CONCRETE BASE MATERIAL FOR TRENCH REPAIR 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Concrete base material for trench repair 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 3. Section 03 30 00 — Cast -in -Place Concrete 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Measurement 16 a. This Item is considered subsidiary to the structure or Items being placed. 17 2. Payment 18 a. The work performed and the materials furnished in accordance with this Item 19 are subsidiary to the structure or Items being placed and no other compensation 20 will be allowed. 21 1.3 REFERENCES 22 A. Reference Standards 23 1. Reference standards cited in this Specification refer to the current reference 24 standard published at the time of the latest revision date logged at the end of this 25 Specification, unless a date is specifically cited. 26 B. ASTM International (ASTM): 27 1. C31, Standard Practice for Making and Curing Concrete Test Specimens in the 28 Field. 29 2. C33, Standard Specification for Concrete Aggregates. 30 3. C39, Standard Test Method for Compressive Strength of CylindricalConcrete 31 Specimens. 32 4. C 143, Standard Test Method for Slump of Hydraulic -Cement Concrete. 33 5. C172, Standard Practice for Sampling Freshly Mixed Concrete. 34 6. C231, Standard Test Method for Air Content of Freshly Mixed Concrete by the 35 Pressure Method. 36 7. C260, Standard Specification for Air -Entraining Admixtures for Concrete. 37 8. C618, Standard Specification for Coal Fly Ash and Raw or Calcined Natural 38 Pozzolan for Use in Concrete. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojects1031M047-1952-0 Wrk ProdV-3 SPECSONAL"vision 03503 34 16 Concrete Base Material forTreach Repay.doc 03 34 16 - 2 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 2 of 4 1 9. C1064, Standard Test Method for Temperature of Freshly Mixed Hydraulic- 2 Cement Concrete. 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 SUBMITTALS 5 A. Provide submittals in accordance with Section 01 33 00. 6 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 7 specials. 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 9 A. Submit proposed mix design for Engineer's review a minimum of 2 weeks prior to start 10 of low density concrete backfiIl work. 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE [NOT USED] 14 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 15 1.11 FIELD CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER -FURNISHED OR OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 PRODUCT TYPES AND MATERIALS 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 A. Mix Design 1. Performance requirements a. Concrete Base Material for Trench Repair 1) 28-day compressive strength of not less than 750 psi and not more than 1,200 psi. B. Materials 1. Portland cement a. Type II low alkali portland cement as specified in Section 03 30 00. 2. Fly ash a. Class F fly ash in accordance with ASTM C618. 3. Water a. As specified in Section 03 30 00. 4. Admixture a. Air entraining admixture in accordance with ASTM C260. 5. Fine aggregate a. Concrete sand (does not need to be in accordance with ASTM C33). CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojectsV 181047-M2-0 Wrk Prcd12-3 SPECSIFINALVhvisie¢ 03W3 34 16_Concrete Base Material for Trench Repau.doc 033416-3 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 3 of 4 l 1 b. No more than 12 percent of fine aggregate shall pass a No. 200 sieve, and no 2 plastic fines shall be present. 3 6. Coarse aggregate 4 a. Pea gravel no larger than 3/8 inch. 5 2.3 ACCESSORIES [NOT USED] 6 2.4 SOURCE QUALITY CONTROL [NOT USED] 7 PART 3 - EXECUTION 8 3.1 INSTALLERS [NOT USED] 9 3.2 EXAMINATION [NOT USED] 10 3.3 PREPARATION [NOT USED] 11 3.4 INSTALLATION 12 A. Place concrete base material by any method which preserves the quality of the material 13 in terms of compressive strength and density. 14 1. The basic requirement for placement equipment and placement methods is the 15 maintenance of its fluid properties. 16 2. Transport and place material so that it flows easily around, beneath, or through 17 waIls, pipes, conduits, or other structures. 18 3. Use a slump, consistency, workability, flow characteristics, and pumpability (where 19 required) such that when placed, the material is self -compacting, self-densifying, 20 and has sufficient plasticity that compaction or mechanical vibration is not required. 21 3.5 REPAIR [NOT USED] 22 3.6 RE -INSTALLATION [NOT USED] 23 3.7 FIELD QUALITY CONTROL 24 A. General 25 1. Make provisions for and furnish all material for the test specimens, and provide 26 manual assistance to assist the Engineer in preparing said specimens. 27 2. Be responsible for the care of and providing curing condition for the test specimens. 28 B. Concrete Tests: Perform testing of composite samples of fresh concrete obtained 29 according to ASTM C172 according to the following requirements: 30 1. Testing Frequency: Obtain 1 composite sample for each day's pour of each 31 concrete mixture up to 25 cubic yards, plus 1 set for each additional 50 cubic yards 32 or fraction thereof. 33 2. Slump: ASTM C143; 1 test at point of placement for each composite sample, but 34 not less than 1 test for each day's pour of each concrete mixture. Perform additional 35 tests when concrete consistency appears to change. 36 3. Air Content: ASTM C231, pressure method, for normal -weight concrete; 1 test for 37 each composite sample, but not less than 1 test for each day's pour of each concrete 38 mixture. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Sprojec1sk03185047-1952-0 Wrk ProdV 3 SPECSIFINAL1Division 03\03 34 16_Cmuoc Base Material for Trench Repair.doc 033416-4 CONCRETE BASE MATERIAL FOR TRENCH REPAIR Page 4 of 4 1 4. Concrete Temperature: ASTM C1064; 1 test hourly when air temperature is 40 2 degrees Fahrenheit and below and when 80 degrees Fahrenheit and above, and 1 3 test for each composite sample. 4 5. Compression Test Specimens: ASTM C31. 5 a. Cast and laboratory cure 4 cylinders for each composite sample. 6 1) Do not transport field cast cylinders until they have cured for a minimum of 7 24 hours. 8 6. Compressive -Strength Tests: ASTM C39 9 a. Test 1 cylinder at 7 days. 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 18 19 END OF SECTI.ON Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS �' racy Sewer Improvements City Project No. O] 829 Revised December 20, 2012 F:lprojects103181047-19\2-0 Wrk Pred12-3 SPFC8*1NADDivisien 03103 34 16_Concrdt Base Malcrial for Trench Repair.doc 31 10 00 - 1 SITE CLEARING Page 1 of 5 1 SECTION 31 10 00 2 SITE CLEARING 3 PART1- GENERAL i �i�.Y1Ju 1► r.1ti 1 5 A. Section Includes: 6 1. Preparation of right-of-way and other designated areas for construction operations 7 by removing and disposing of all obstructions including clearing and grubbing and 8 trees, when removal of such obstructions is not specifically shown on the Drawings 9 to be paid by other Sections. The City of Fort Worth's Urban Forestry Ordinance 10 governs all tree removals. 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None, 13 C. Related Specification Sections include but are not necessarily limited to 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division I — General Requirements 16 3. Section 02 41 13 --- Selective Site Demolition 17 4. Section 02 41 14 — Utility Removal/Abandonment 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Site Clearing 21 a. Measurement 22 1) Measurement for this Item shall be by lump sum. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this 25 Item shall be paid for at the lump sum price bid for "Site Clearing". 26 c. The price bid shall include: 27 1) Pruning of designated trees and shrubs 28 2) Removal and disposal of trees, structures and obstructions 29 3) Backfilling of holes 30 4) Clean-up 31 2. Tree Removal (typically included in "Site Clearing", but should be used if "Site 32 Clearing" is not a bid item) 33 a. Measurement 34 1) Measurement for this Item shall be per each. 35 b. Payment 36 1) The work performed and the materials furnished in accordance with this 37 Item shall be paid for at the unit price bid per each "Tree Removal" for: 38 a) Various caliper ranges 39 c. The price bid shall include: 40 1) Pruning of designated trees and shrubs 41 2) Removal and disposal of structures and obstructions 9 CITY OF FORT WORTH Meadow Lakes and Jetl_kin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F_lprojects103181047-19U-0 Wyk Prod12-3 SPECSTINAUDivision 3 h3l 10 00_Site Cle"g.doc 31 10 00 - 2 SITE CLEARING Page 2 of 5 1 3) Grading and backfilling of holes 2 4) Excavation 3 5) Fertilization 4 6) Clean-up 5 3. Tree Removal and Transplantation 6 a. Measurement 7 1) Measurement for this Item shall be per each. 8 b. Payment 9 1) The work performed and the materials furnished in accordance with this 10 Item shall be paid for at the unit price bid per each "Tree Transplant" for: 11 a) Various caliper ranges 12 c. The price bid shall include: 13 1) Pruning of designated trees and shrubs 14 2) Removal and disposal of structures and obstructions 15 3) Moving tree with truck mounted tree spade 16 4) Grading and backfilling of holes 17 5) Replanting tree at temporary location (determined by Contractor) 18 6) Maintaining tree until Work is completed 19 7) Replanting tree into original or designated location 20 8) Excavation 21 9) Fertilization 22 10) Clean-up 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINSTRATIVE REQUIREMENTS 25 A. Permits 26 1. Contractor shall obtain Tree Removal Permits and Urban Forestry Permits as 27 required by the City's Tree Ordinance. (www.FortWorthTexas.gov) 28 B. Preinstallation Meetings 29 1. Hold a preliminary site clearing meeting and include the Contractor, City Arborist, 30 City Inspector, and the Project Manager for the purpose of reviewing the 31 Contractor's tree removal plan. Clearly mark all trees to remain on the project site 32 prior to the meeting. 33 2. The Contractor will provide the City with a Disposal Letter in accordance to 34 Division 01. 35 1.5 SUBMITTALS [NOT USED] 36 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 37 1.7 CLOSEOUT SUBMITTALS [NOT USED] 38 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 39 1.9 QUALITY ASSURANCE [NOT USED] 40 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 41 1.11 FIELD CONDITIONS [NOT USED] 9 CITY OF FORT WORTH Meadow Ickes and Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised December 20, 2012 F:Sprojects103181047-1912-0 Wrk Prodl2-3 SPECSIFINAI,\Division 3I131 1000_Site Clearing.doc I 31 1000-3 SITE CLEARING Page 3 of 5 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3_ EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION 7 A. All trees identified to be protected and/or preserved should be clearly flagged with 8 survey tape. 9 B. Following taping and prior to any removals or site clearing, the Contractor shall meet 10 with the City, the Engineer and the Landowner, if necessary, to confirm trees to be 11 saved. 12 3.4 INSTALLATION 13 A_ Protection of Trees 14 1. Protect designated trees and prune trees and shrubs as shown on the Drawings. 15 Refer to the Drawings for tree protection details. 16 2. If the Drawings do not provide tree protection details, protected trees shall be 17 fenced by placing 6-foot tall metal T-posts in a square around the tree trunk with 18 the corners located on the canopy drip line, unless instructed otherwise. 19 3. When site conditions do not allow for the T-posts to be installed at the drip line, the 20 T-posts may be installed no less than 8 feet from the tree trunk. 4-foot high 12 21 gauge stock fencing or orange plastic snow fence shall be attached to the T-posts to 22 form the enclosure. 23 4. Do not park equipment, service equipment, store materials, or disturb the root area 24 under the branches of trees designated for preservation. 25 5. When shown on the Drawings, treat cuts on trees with an approved tree wound 26 dressing within 20 minutes of making a pruning cut or otherwise causing damage to 27 the tree. 28 6. Trees and brush shall be mulched on -site. 29 a. Burning as a method of disposal is not a]lowed. 30 B. Hazardous Materials 31 1. The Contractor will notify the Engineer immediately if any hazardous or 32 questionable materials not shown on the Drawings are encountered. This includes; 33 but not limited to: 34 a. Floor tiles 35 b. Roof tiles 36 c. Shingles 37 d. Siding 38 e. Utility piping 9 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 F:�projmt8103181047-19Q-0WrkProdQ-3SPECSWINAUDivision311311000_SiteCle ing.doc Meadow Lakes and Jenkin Heights Sanitary Sewer improvements City Project No. 01829 31 10 00 - 4 SITE CLEARING Page 4 of 5 1 2. The testing, removal, and disposal of hazardous materials will be in accordance 2 with Division 1. 3 C. Site Clearing 4 1. Clear areas shown on the Drawings of all obstructions, except those landscape 5 features that are to be preserved. Such obstructions include, but are not limited to: 6 a. Remains of buildings and other structures 7 b. Foundations 8 c. Floor slabs 9 d. Concrete 10 e. Brick 11 f Lumber 12 g. Plaster 13 h. Septic tank drain fields 14 i. Abandoned utility pipes or conduits 15 j. Equipment 16 k. Trees 17 1. Fences 18 in. Retaining walls 19 n. Other items as specified on the Drawings 20 2. Remove vegetation and other landscape features not designated for preservation, 21 whether above or below ground, including, but not limited to: 22 a. Curb and gutter 23 b. Driveways 24 c. Paved parking areas 25 d. Miscellaneous stone 26 e. Sidewalks 27 f. Drainage structures 28 g. Manholes 29 h. Inlets 30 i. Abandoned railroad tracks 31 j. Scrap iron 32 k. Other debris 33 3. Remove culverts, storm sewers, manholes, and inlets in proper sequence to 34 maintain traffic and drainage in accordance with Section 02 41 14. 35 4. In areas receiving embankment, remove obstructions not designated for 36 preservation to 2 feet below natural ground. 37 5. In areas to be excavated, remove obstructions to 2 feet below the excavation level. 38 6. In all other areas, remove obstructions to I foot below natural ground. 39 7. When allowed by the Drawings or directed by the Engineer, cut trees and stumps 40 off to ground IeveI. 41 a. Removal of existing structures shall be as per Section 02 41 13. 42 D. Disposal 43 1. Dispose of all trees within 24 hours of removal. 44 2. All materials and debris removed becomes the property of the Contractor, unless 45 otherwise stated on the Drawings. 9 CITY OF FORT WORTH Meadow Lakes and.Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Rovised December 20, 2012 F:\projcets103181047-1912-C Wrk l'Iod12-3 SPECSIFINALIDivision 31131 IC 00_Site Clearing.duc I 31 10 00 - 5 SITE CLEARING Page 5 of 5 1 3. The Contractor will dispose of material and debris off -site in accordance with local, 2 state, and federal laws and regulations. 3 3.5 REPAIR [NOT USED] 4 3.6 RE -INSTALLATION [NOT USED] 5 3.7 FIELD QUALITY CONTROL [NOT USED] 6 3.8 SYSTEM STARTUP [NOT USED] 7 3.9 ADJUSTING [NOT USED] 8 3.10 CLEANING [NOT USED] 9 3.11 CLOSEOUT ACTIVITIES [NOT USED] 10 3.12 PROTECTION ]NOT USED] 11 3.13 MAINTENANCE [NOT USED] 12 3.14 ATTACHMENTS [NOT USED] 13 END OF SECTION 14 15 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.A Permits: Removed ordinance number and added City's website address 9 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 R\proje is103181M7AM-0 Wyk ProcW SPECS MNAUDivision 3IV31 10 00_Sitc Clcaring.dw Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements City Project No. 01829 312316-1 UNCLASSIFIED EXCAVATION Page I of 5 1 SECTION 3123 16 2 UNCLASSIFIED EXCAVATION 3 [Text in Blue is for information or guidance. Remove all blue text in the final project document.] 4 PARTI- GENERAL ,WMT0701_35XI :T1 6 A. Section Includes: 7 1. Excavate areas as shown on the Drawings or as directed. Removal of materials 8 encountered to the lines, grades, and typical sections shown on the Drawings and 9 removal from site. Excavations may include construction of 10 a. Roadways 11 b. Drainage Channels 12 c. Site Excavation 13 d. Excavation for Structures 14 e. Or any other operation involving the excavation of on -site materials 15 B. Deviations from this City of Fort Worth Standard Specification 16 1. None. 17 C. Related Specification Sections include, but are not necessarily limited to: I8 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 19 2. Division 1 — General Requirements 20 3. Section 3123 23 — Borrow 21 4. Section 3124 00 — Embankments 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Excavation by Plan Quantity 25 a. Measurement 26 1) Measurement for this Item shall be by the cubic yard in its final position 27 using the average end area method. Limits of measurement are shown on 28 the Drawings. 29 2) When measured by the cubic yard in its final position, this is a plans 30 quantity measurement Item. The quantity to be paid is the quantity shown 31 in the proposal, unless modified by Article 11.04 of the General 32 Conditions. Additional measurements or calculations will be made if 33 adjustments of quantities are required. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this Item 36 and measured as provided under "Measurement" will be paid for at the unit 37 price bid per cubic yard of "Unclassified Excavation by Plan". No 38 additional compensation will be allowed for rock or shrinkage/swell 39 factors, as these are the Contractor's responsibility. 40 c. The price bid shall include: 41 1) Excavation CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised January 28, 2013 F:lprojeas103165047-1952-0 Wrk Prud12-3 SPECSWWAL1Division 31431 23 16_Unclassified Excavation.doc 3123 16 - 2 UNCLASSIFIED EXCAVATION Page 2 of 5 1 2) Excavation Safety 2 3) Drying 3 4) Dust Control 4 5) Reworking or replacing the over excavated material in rock cuts 5 6) Hauling 6 7) Disposal of excess material not used elsewhere onsite 7 8) Scarification 8 9) Clean-up 9 2. Excavation by Surveyed Quantity 10 11 1.3 REFERENCES [NOT USED] 12 A. Definitions 13 1. Unclassified Excavation — Without regard to materials, all excavations shall be 14 considered unclassified and shall include all materials excavated. Any reference to 15 Rock or other materials on the Drawings or in the specifications is solely for the 16 City and the Contractor's information and is not to be taken as a classification of 17 the excavation. 18 1.4 ADMINSTRATIVE REQUIREMENTS 19 A. The Contractor will provide the City with a Disposal Letter in accordance to Division 20 O1, 21 1.5 SUBMITTALS [NOT USED] 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23 . 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE 26 A. Excavation Safety 27 1. The Contractor shall be solely responsible for making all excavations in a safe 28 manner. 29 2. All excavation and related sheeting and bracing shall comply with the requirements 30 of OSHA excavation safety standards 29 CPR part 1926 and state requirements. 31 1.10 DELIVERY, STORAGE, AND HANDLING 32 A. Storage 33 1. Within Existing Rights -of -Way (ROW) 34 a. Soil may be stored within existing ROW, easements or temporary construction 35 easements, unless specifically disallowed in the Contract Documents. 36 b. Do not block drainage ways, inlets or driveways. 37 c. Provide erosion control in accordance with Section 31 25 00. 38 d. When the Work is performed in active traffic areas, store materials only in 39 areas barricaded as provided in the traffic control plans. CITY OF FORT WORTH Meadow Lakes and Jenidn Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised January 28, 2013 F:lpmjm(A31M7-1W-0 Wrk Pmd12-3 SPECSTWADDivision 31\31 23 16 Unclassified Excavation.duc 3123 16-3 UNCLASSIFIED EXCAVATION Page 3 of 5 1 c. In non -paved areas, do not store material on the root zone of any trees or in 2 landscaped areas. 3 2. Designated Storage Areas 4 a. If the Contract Documents do not allow the storage of spoils within the ROW, 5 easement or temporary construction easement, then secure and maintain an 6 adequate storage location. 7 b. Provide an affidavit that rights have been secured to store the materials on 8 private property. 9 c. Provide erosion control in accordance with Section 3125 00. 10 d. Do not block drainage ways. 11 1.11 FIELD CONDITIONS 12 A. Existing Conditions 13 1. Any data which has been or may be provided on subsurface conditions is not 14 intended as a representation or warranty of accuracy or continuity between soils. It 15 is expressly understood that neither the City nor the Engineer will be responsible 16 for interpretations or conclusions drawn there from by the Contractor. 17 2. Data is made available for the convenience of the Contractor. 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 2.1 OWNER -FURNISHED [NOT USED] 21 2.2 PRODUCT TYPES AND MATERIALS 22 A. Materials 23 1. Unacceptable Fill Material 24 a. In -situ soils classified as ML, MR, PT, OL or OR in accordance with ASTM 25 D2487 26 PART 3 - EXECUTION 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 CONSTRUCTION 31 A. Accept ownership of unsuitable or excess material and dispose of material off -site 32 accordance with local, state, and federal regulations at locations. 33 B. Excavations shall be performed in the dry, and kept free from water, snow and ice 34 during construction with eh exception of water that is applied for dust control. 35 C. Separate Unacceptable Fill Material from other materials, remove from the Site and 36 properly dispose according to disposal plan. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised January 28, 2013 F: projecis503IM47-1952-0 Wrk FrodU-3 SPECSIFINAL\Division 3N1 23 16 UnclassifiedExcavation.doc 3123 16 - 4 UNCLASSIFIED EXCAVATION Page 4 of 5 1 D. Maintain drainage in the excavated area to avoid damage to the roadway sections and 2 proposed or existing structures. ` 3 E. Correct any damage to the subgrade caused by weather, at no additional cost to the 4 City. 5 F. Shape slopes to avoid loosening material below or outside the proposed grades. 6 Remove and dispose of slides as directed. 7 G. Rock Cuts 8 1. Excavate to finish grades. 9 2. In the event of over excavation due to contractor error below the lines and grades 10 established in the Drawings, use approved embankment material compacted in 11 accordance with Section 3124 00 to replace the over excavated at no additional 12 cost to City. 13 H. Earth Cuts 14 1. Excavate to finish subgrade 15 2. In the event of over excavation due to contractor error below the lines and grades 16 established in the Drawings, use approved emb4nkment material compacted in 17 accordance with Section 3124 00 to replace the over excavated at no additional 18 cost to City. 19 3. Manipulate and compact subgrade in accordance with Section 3124 00. 20 3.5 REPAIR [NOT USED] 21 3.6 RE -INSTALLATION [NOT USED] 22 3.7 FIELD QUALITY CONTROL 23 A. Subgrade Tolerances 24 1. Excavate to within 0.1 foot in all directions. 25 2. In areas of over excavation, Contractor provides fill material approved by the City 26 at no expense to the City. 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES [NOT USED] 31 3.12 PROTECTION [NOT USED] 32 3.13 MAINTENANCE [NOT USED] 33 3.14 ATTACHMENTS [NOT USED] 34 END OF SECTION 35 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised January 28, 2013 F-lprojecls10318M047-19\2-0 Wrk Prod12-3 SPECS\FINAL1➢ivisic M31 23 16 Unclassified Excavation.doc 3123M-5 UNCLASSIFIED EXCAVATION Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson ! 1.2 - Measurement and Payment Section modified; Slue Text added for clarification 1 /28/13 D. Johnson 1.2 — Modified Bid Item names in payment section to differentiate between Payment Methods on bid list. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised January 28, 20I3 F:\projects\03J81047-19V2-OWrkPmdQ-ISPECSTMALWivision3l\312316 Undassificd Excavadon.doc 312500-1 EROSION AND SEDIMENT CONTROL Page 1 of 9 1 SECTION 3125 00 2 EROSION AND SEDIMENT CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Implementation of the project's Storm Water Pollution Prevention Plan (SWPPP) 7 and installation, maintenance and removal of erosion and sediment control devices 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Storm Water Pollution Prevention Plan <1 acre 16 a. Measurement r 17 1) This Item is considered subsidiary to the various Items bid. 18 b. Payment 19 1) The work performed and the materials furnished in accordance with this 20 Item are subsidiary to the structure or Items being bid and no other 21 compensation will be allowed. 22 2. Storm Water Pollution Prevention Plan > 1 acre 23 a. Measurement for this Item shall be by lump sum. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the lump sum price bid for "SWPPP > 1 acre". 27 c. The price bid shall include: 28 1) Preparation of ,SWPPP 29 2) Implementation 30 3) Permitting fees 31 4) Installation 32 5) Maintenance 33 6) Removal 34 1.3 REFERENCES 35 A. Reference Standards 36 1. Reference standards cited in this Specification refer to the current reference 37 standard published at the time of the latest revision date logged at the end of this 38 Specification, unless a date is specifically cited. 39 2. ASTM Standard: CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojects103185047-19'2-6 Wck ProdQ-3 SPECSIFINALOivision 31 M 25 00_Umsiun and Sediment Contml.doc 312500-2 EROSION AND SEDIMENT CONTROL Page 2 or 9 1 a. ASTM D3786, Standard Test Method for Bursting Strength of Textile 2 Fabrics —Diaphragm Bursting Strength Tester Method 3 b. ASTM D4632, Standard Test Method for Grab Breaking Load and Elongation 4 of Geotextiles 5 c. ASTM D4751, Standard Test Method for Determining Apparent Opening Size 6 of a Gcotextile 7 d. ASTM D4833, Standard Test Method for Index Puncture Resistance of 8 Geomembranes and Related Products 9 3. Texas Commission on Environmental Quality (TCEQ) TPDES General Permit No. 10 TXR150000 11 4. TxDOT Departmental Material Specifications (DMS) 12 a. DMS-6230 "Temporary Sediment Control Fence Fabric" 13 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 14 1.5 SUBMITTALS 15 A. Storm Water Pollution Prevention Plan (SWPPP) 16 B. TCEQ Notice of Intent (NOT) for Storm Water Discharges Associated with 17 Construction Activity under the TPDES General Permit 18 C. Construction Site Notice 19 D. TCEQ Notice of Termination (NOT) for Storm Water Discharges Associated with 20 Construction. Activity under the TPDES General Permit 21 E. Notice of Change (if applicable) 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY, STORAGE AND HANDLING [NOT USED] 27 1.11 FIELD [SITE] CONDITIONS [NOT USED] 28 1.12 WARRANTY [NOT USED] 29 PART 2 - PRODUCTS 30 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 31 2.2 PRODUCT TYPES AND MATERIALS 32 A. Rock Filter Dams 33 1. Aggregate 34 a. Furnish aggregate with hardness, durability, cleanliness and resistance to 35 crumbling, flaking and eroding acceptable to the Engineer. 36 b. Provide the following: CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojeds\03181047-19\2-0 Wrk Pmdi2-3 SPECSIFINAT.Division 31131 25 00 Emsion and Sediment Cmtrol.do 312500-3 EROSION AND SEDIMENT CONTROL Page 3 of 9 1 1) Types 1, 2 and 4 Rock Filter Dams 2 a) Use 3 to 6 inch aggregate. 3 2) Type 3 Rock Filter Dams 4 a) Use 4 to 8 inch aggregate. 5 2. Wire 6 a. Provide minimum 20 gauge galvanized wire for the steel wire mesh and tie 7 wires for Types 2 and 3 rock filter dams 8 b. Type 4 dams require: 9 1) Double -twisted, hexagonal weave with a nominal mesh opening of 2'/ 10 inches x 3 '/a inches 11 2) Minimum 0.0866 inch steel wire for netting 12 3) Minimum 0.1063 inch steel wire for selvages and corners 13 4) Minimum 0.0866 inch for binding or tie wire 14 B. Geotextile Fabric 15 1. Place the aggregate over geotextile fabric meeting the following criteria: 16 a. Tensile Strength of 250 pounds, per ASTM D4632 17 b. Puncture Strength of 135 pounds, per ASTM D4833 18 c. Mullen Burst Rate of 420 psi, per ASTM D3786 19 d. Apparent Opening Size of No. 20 (max), per ASTM D4751 20 C. Sandbag Material 21 1. Furnish sandbags meeting Section 2.5 except that any gradation of aggregate may 22 be used to fill the sandbags. 23 D. Stabilized Construction Entrances 24 1. Provide materials that meet the details shown on the Drawings and this Section. 25 a. Provide crushed aggregate for long and short-term construction exits. 26 b. Furnish aggregates that are clean, hard, durable and free from adherent coatings 27 such as salt, alkali, dirt, clay, loam, shale, soft or flaky materials and organic 28 and injurious matter. 29 c. Use 3 to 5 inch coarse aggregate with a minimum thickness of 12 inches. 30 d. The aggregate shall be placed over a geotextile fabric meeting the following 31 criteria: 32 1) Tensile Strength of 300 pounds, per ASTM D4632 33 2) Puncture Strength of 120 pounds, per ASTM D4833 34 3) Mullen Burst Rate of 600 psi, per ASTM D3786 35 4) Apparent Opening Size of No. 40 (max), per ASTM D4751 36 E. Embankment for Erosion Control 37 J. Provide rock, loam, clay, topsoil or other earth materials that will form a stable 38 embankment to meet the intended use. 39 F. Sandbags 40 1. Provide sandbag material of polypropylene, polyethylene or polyamide woven 41 fabric with a minimum unit weight of 4 ounces per square yard, a Mullen burst- 42 strength exceeding 300 psi, and an ultraviolet stability exceeding 70 percent. 43 2. Use natural coarse sand or manufactured sand meeting the gradation given in Table 44 1 to fill sandbags. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 0I829 Revised December 20, 2012 F:lproje ts103181047-1912-0 Wrk Prod12-3 SPECS\FWAL\Division 3l131 25 00_ETosion and Sediment Control.doe 31 25 00 - 4 EROSION AND SEDIMENT CONTROL Page 4 of 9 1 3. Filled sandbags must be 24 to 30 inches long, 16 to 18 inches wide, and 6 to 8 2 inches thick. 3 Table 1 4 Sand Gradation. Sieve # Maximum Retained (% by Weight) 4 3 percent 100 80 percent 200 95 percent I 5 G. Temporary Sediment Control Fence 6 1. Provide a net -reinforced fence using woven geo-textile fabric. 7 2. Logos visible to the traveling public will not be allowed. 8 a. Fabric 9 1) Provide fabric materials in accordance with DMS-6230, "Temporary 10 Sediment Control Fence Fabric." 11 b. Posts 12 1) Provide essentially straight wood or steel posts with a minimum length of 13 48 inches, unless otherwise shown on the Drawings. 14 2) Soft wood posts must be at least 3 inches in diameter or nominal 2 x 4 inch 15 3) Hardwood posts must have a minimum cross-section of 1-1/2 x 1-1/2 inch 16 4) T- or L-shaped steel posts must have a minimum weight of 1.3 pounds per 17 foot. is c. Net Reinforcement 19 1) Provide net reinforcement of at least 12-1 /2 gauge galvanized welded wire 20 mesh, with a maximum opening size of 2 x 4 inch, at least 24 inches wide, 21 unless otherwise shown on the Drawings. 22 d. Staples 23 1) Provide staples with a crown at least 3/4 inch wide and legs 1/2 inch Iong. 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL [NOT USED] 26 PART 3 - EXECUTION 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 INSTALLATION 31 A. Storm Water Pollution Prevention Plan 32 1. Develop and implement the project's Storm Water Pollution Prevention Plan 33 (SWPPP) in accordance with the TPDES Construction General Permit TXR150000 34 requirements. Prevent water pollution from storm water runoff by using and 35 maintaining appropriate structural and nonstructural BMPs to reduce pollutants 36 discharges to the MS4 from the construction site. 37 B. Control Measures CITY OF PORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Mprajmts10319*47-1912-0 Wrk Pmd12-3 SPECSIBINAL1Division 3M1 25 00 Erosion and Sediment Control.doc 312500-5 EROSION AND SEDIMENT CONTROL Page 5 of 9 1 1. Implement control measures in the area to be disturbed before beginning 2 construction, or as directed. Limit the disturbance to the area shown on the 3 Drawings or as directed. 4 2. Control site waste such as discarded building materials, concrete truck washout 5 water, chemicals, litter and sanitary waste at the construction site. 6 3. If, in the opinion of the Engineer, the Contractor cannot control soil erosion and 7 sedimentation resulting from construction operations, the Engineer will limit the 8 disturbed area to that which the Contractor is able to control. Minimize disturbance 9 to vegetation. 10 4. Immediately correct ineffective control measures. Implement additional controls as i 1 directed. Remove excavated material within the time requirements specified in the 12 applicable storm water permit. 13 5. Upon acceptance of vegetative cover by the City, remove and dispose of all 14 temporary control measures, temporary embankments, bridges, matting, falsework, 15 piling, debris, or other obstructions placed during construction that are not a part of 16 the finished work, or as directed. 17 C. Do not locate disposal areas, stockpiles, or haul roads in any wetland, water body, or 18 streambed. 19 D. Do not install temporary construction crossings in or across any water body without the 20 prior approval of the appropriate resource agency and the Engineer. 21 E. Provide protected storage area for paints, chemicals, solvents, and fertilizers at an 22 approved location. Keep paints, chemicals, solvents, and fertilizers off bare ground and 23 provide shelter for stored chemicals. 24 F. Installation and Maintenance 25 1. Perform work in accordance with the TPDES Construction General Permit 26 TXR150000. 27 2. When approved, sediments may be disposed of within embankments, or in areas 28 where the material will not contribute to further siltation. 29 3. Dispose of removed material in accordance with federal, state, and local 30 regulations. 31 4. Remove devices upon approval or when directed. 32 a. Upon removal, finish -grade and dress the area. 33 b. Stabilize disturbed areas in accordance with the permit, and as shown on the 34 Drawings or directed. 35 5. The Contractor retains ownership of stockpiled material and must remove it from 36 the project when new installations or replacements are no longer required. 37 G. Rock Filter Dams for Erosion Control 38 1. Remove trees, brush, stumps and other objectionable material that may interfere 39 with the construction of rock filter dams. 40 2. Place sandbags as a foundation when required or at the Contractor's option. 41 3. For Types 1, 2, 3, and 5, place the aggregate to the lines, height, and slopes 42 specified, without undue voids. CITY OF FORT WORTH Meadow Cakes and Jenkin Heigbts Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F_lprojeus103 E 81047-] 912-4 Wrk Pm&2-3 SPEC55 INABDivision 3 f \3 ] 25 00_Erosion and Sediment Contmf.dac 312500-6 EROSION AND SEDIMENT CONTROL Page 6 of 9 1 4. For Types 2 and 3, place the aggregate on the mesh and then fold the mesh at the 2 upstream side over the aggregate and secure it to itself on the downstream side with 3 wire ties, or hog rings, or as directed. 4 5. Place rock filter dams perpendicular to the flow of the stream or channel unless 5 otherwise directed. 6 6. Construct filter dams according to the following criteria, unless otherwise shown on 7 the Drawings: 8 a. Type 1 (Non -reinforced) 9 1) Height - At least 18 inches measured vertically from existing ground to top 10 of filter dam 11 2) Top Width - At least 2 feet 12 3) Slopes - At most 2:1 13 b. Type 2 (Reinforced) 14 1) Height -At least 18 inches measured vertically from existing ground to top 15 of filter dam 16 2) Top Width - At least 2 feet 17 3) Slopes - At most 2:1 18 c. Type 3 (Reinforced) 19 1) Height - At least 36 inches measured vertically from existing ground to top 20 of filter dam 21 2) Top Width - At least 2 feet 22 3) Slopes - At most 2:1 23 d. Type 4 (Sack Gabions) 24 1) Unfold sack gabions and smooth out kinks and bends. 25 2) For vertical filling, connect the sides by lacing in a single loop -double loop 26 pattern on 4- to 5-inches spacing. At 1 end, pull the end lacing rod until 27 tight, wrap around the end, and twist 4 times. At the filling end, fill with 28 stone, pull the rod tight, cut the wire with approximately 6 inches 29 remaining, and twist wires 4 times. 30 3) For horizontal filling, place sack flat in a filling trough, fill with stone, and 31 connect sides and secure ends as described above. 32 4) Lift and place without damaging the gabion. 33 5) Shape sack gabions to existing contours. 34 e. Type 5 35 1) Provide rock filter dams as shown on the Drawings. 36 H. Construction Entrances 37 1. When tracking conditions exist, prevent traffic from crossing or exiting the 38 construction site or moving directly onto a public roadway, alley, sidewalk, parking 39 area, or other right of way areas other than at the location of construction entrances. 40 2. Place the exit over a foundation course, if necessary. 41 a. Grade the foundation course or compacted subgrade to direct runoff from the 42 construction exits to a sediment trap as shown on the Drawings or as directed. 43 3. At drive approaches, make sure the construction entrance is the full width of the 44 drive and meets the length shown on the Drawings. 45 a. The width shall beat least 14 feet for 1-way and 24 feet for 2-way traffic for all 46 other points of ingress or egress or as directed by the Engineer. 47 1. Earthwork for Erosion Control CITY OF FORT WORTH Meadow Lakes and Jenlan Heigbts Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Faprojects103 F81047-19U-0 Wrk Ptv(A2-3 SPECSIFINAL1pivision 31131 25 00 Erosion and Sedimmt Control.doc f t 312500-7 EROSION AND SEDIMENT CONTROL Page 7 of 9 1 1. Perform excavation and embankment operations to minimize erosion and to remove 2 collected sediments from other erosion control devices. 3 a. Excavation and Embankment for Erosion Control Measures 4 1) Place earth dikes, swales or combinations of both along the low crown of 5 daily lift placement, or as directed, to prevent runoff spillover. 6 2) Place swales and dikes at other locations as shown on the Drawings or as 7 directed to prevent runoff spillover or to divert runoff. 8 3) Construct cuts with the low end blocked with undisturbed earth to prevent 9 erosion of hillsides. 10 4) Construct sediment traps at drainage structures in conjunction with other 11 erosion control measures as shown on the Drawings or as directed. 12 5) Where required, create a sediment basin providing 3,600 cubic feet of 13 storage per acre drained, or equivalent control measures for drainage 14 locations that serve an area with 10 or more disturbed acres at 1 time, not 15 including offsite areas. 16 b. Excavation of Sediment and Debris 17 1) Remove sediment and debris when accumulation affects the performance of 18 the devices, after a rain, and when directed. 19 J. Sandbags for Erosion Control 20 1. Construct a berm or darn of sandbags that will intercept sediment -laden storm water 21 runoff from disturbed areas, create a retention pond, detain sediment and release 22 water in sheet flow. 23 2. Fill each bag with sand so that at least the top 6 inches of the bag is unfilled to 24 allow for proper tying of the open end. 25 3. Place the sandbags with their tied ends in the same direction. 26 4. Offset subsequent rows of sandbags 1/2 the length of the preceding row. 27 5. Place a single layer of sandbags downstream as a secondary debris trap. 28 6. Place additional sandbags as necessary or as directed for supplementary support to 29 berms or dams of sandbags or earth. 30 K. Temporary Sediment -Control Fence 31 1. Provide temporary sediment -control fence near the downstream perimeter of a 32 disturbed area to intercept sediment from sheet flow. 33 2. Incorporate the fence into erosion -control measures used to control sediment in 34 areas of higher flow. Install the fence as shown on the Drawings, as specified in this 35 Section, or as directed. 36 a. Post Installation 37 1) Embed posts at least 18 inches deep, or adequately anchor, if in rock, with a 38 spacing of 6 to 8 feet and install on a slight angle toward the run-off source. 39 b. Fabric Anchoring 40 1) Dig trenches along the uphill side of the fence to anchor 6 to 8 inches of 41 fabric. 42 2) Provide a minimum trench cross-section of 6 x 6 inches 43 3) Place the fabric against the side of the trench and align approximately 2 44 inches of fabric along the bottom in the upstream direction. 45 4) Backfill the trench, then hand -tamp. 46 c. Fabric and Net Reinforcement Attachment CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:4pr jects403181047-1952-0 Wrk Prod12-3 SPECS\FWALOivisim 31131 25 00_Er ion and Sedimem ControLdnc 312500-8 EROSION AND SEDIMENT CONTROL Page 8 of 9 1 1) Unless otherwise shown under the Drawings, attach the reinforcement to 2 wooden posts with staples, or to steel posts with T-clips, in at least 4 places 3 equally spaced. 4 2) Sewn vertical pockets may be used to attach reinforcement to end posts. 5 3) Fasten the fabric to the top strand of reinforcement by hog rings or cord 6 every 15 inches or less. 7 d. Fabric and Net Splices 8 1) Locate splices at a fence post with a minimum lap of 6 inches attached in at 9 least 6 places equally spaced, unless otherwise shown under the Drawings. 10 a) Do not locate splices in concentrated flow areas. 11 2) Requirements for installation of used temporary sediment -control fence 12 include the following: 13 a) Fabric with minimal or no visible signs of biodegradation (weak fibers) 14 b) Fabric without excessive patching (more than 1 patch every 15 to 20 15 feet) 16 c) Posts without bends 17 d) Backing without holes 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. Waste Management 25 1. Remove sediment, debris and litter as needed. 26 3.11 CLOSEOUT ACTIVITIES 27 A. Erosion control measures remain in place and are maintained until all soil disturbing 28 activities at the project site have been completed. 29 B. Establish a uniform vegetative cover with a density of 70 percent on all unpaved areas, 30 on areas not covered by permanent structures, or in areas where permanent erosion 31 control measures (i.e. riprap, gabions, or geotextiles) have been employed. 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE 34 A. Install and maintain the integrity of temporary erosion and sedimentation control 35 devices to accumulate silt and debris until earthwork construction and permanent 36 erosion control features are in place or the disturbed area has been adequately stabilized 37 as determined by the Engineer. 38 B. If a device ceases to function as intended, repair or replace the device or portions 39 thereof as necessary. CITY OF FORT WORTH Meadow bakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 RNprojectsl03161047-1912-0 Wrk Prod12-3 SPECSTWADDivision 31\31 25 00 Erosion and Sediment ControAcc 312500-9 EROSION AND SEDIMENT CONTROL Page 9 of 9 1 C. Perform inspections of the construction site as prescribed in the Construction General 2 Permit TXR150000. 3 D. Records of inspections and modifications based on the results of inspections must be 4 maintained and available in accordance with the pertnit. 5 3.14 ATTACHMENTS [NOT USED] G END OF SECTION 7 8 N Revision Log DATE NAME SUMMARY OF CHANGE CITY OF PORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:SpmjecisW3181047-1912-0 Wrk Prodt2-3 SPE(J$\FINAL\I)ivisfon 31531 25 00 Erosion and Sediment Con"Woc i l n 31 3700 -1 RIPRAP Page 1 of 11 1 SECTION 3137 00 2 RIPRAP 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing and installing concrete, stone, cement -stabilized, or special riprap. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9_- C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 3. Section 03 30 00 — Cast -In -Place Concrete 13 4. Section 3125 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. Measurement for this Item shall be by the face square yard to the depth 18 specified of material complete in place. Volume will be computed on the basis 19 of the measured area and type, verified by field measurements. 20 2. Payment 21 a. The work performed and materials furnished in accordance with this Item and 22 measured as provided under "Measurement" will be paid for at the unit price 23 bid per square yard of "Riprap" installed for: 24 1) Various types 25 2) Various thicknesses 26 3) Various void -filling techniques 27 3. The price bid shall include: 28 a. Furnishing, hauling, and placing riprap 29 b. Filter fabric 30 c. Expansion joint material 31 d. Concrete and reinforcing steel 32 e. Excavation of toe wall trenches, as applicable 33 f. Excavation below natural ground or bottom of excavated channel, as applicable 34 g. Shaping of slopes, as applicable 35 h. Bedding 36 i. Grout and mortar 37 j. Scales 38 k. Test weights 39 1. Clean-up 40 1.3 REFERENCES 41 A. Reference Standards CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 F9projWs10318\047-19Q-0 Wyk FrodU-3 SPFCSTINAL%Division 31N31 37 00_Riprap.doc Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements City Project No.: 01829 31 37 00 - 2 RIPRAP Page 2 of I 1 I 1. Reference standards cited in this Specification refer to the current reference 2 standard published at the time of the latest revision date logged at the end of this 3 Specification, unless a date is specifically cited. 4 2. ASTM Standards 5 a. ASTM C 136-06, Standard Test Method for Sieve Analysis of Fine and Coarse 6 Aggregates 7 b. ASTM D7370-09, Standard Test Method for Determination of Relative Density 8 and Absorption of Fine, Coarse, and Blended Aggregate Using Combined 9 Vacuum Saturation and Rapid Submersion 10 c. ASTM C5240-04, Standard Test Method for, Testing Rock: Slabs to Evaluate 11 the Soundness of Riprap by Use of Sodium Sulfate or Magnesium Sulfate 12 d. ASTM D4632-08, Standard Test Method for Grab Breaking Load and 13 Elongation of Geotextiles 14 e. ASTM D4533-04, Standard Test Method for Trapezoid Tearing Strength of 15 Geotextiles 16 f ASTM D751-06, Standard Test Methods for Coated Fabrics 17 g. ASTM D4751-04, Standard Test Method for Determining Apparent Opening 18 Size of a Geotextile 19 h. ASTM D4491-99a, Standard Test Methods for Water Permeability of 20 Geotextiles by Permittivity 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 28 1.11 FIELD CONDITIONS fNOT USED] 29 1.12 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS 31 2.1 OWNER -FURNISHED [NOT USED] 32 2.2 PRODUCT TYPES AND MATERIALS 33 A. Concrete Riprap 34 1. Use concrete with a compressive strength of 4,000 psi at 28-days, according to 35 Section 03 30 00, unless otherwise shown on the Drawings. 36 B. Stone Riprap 37 1. Unless otherwise shown on the Drawings, use durable natural stone with a 38 minimum bulk specific gravity of 2. Provide stone that has a maximum weight loss 39 of 18 percent after 5 cycles of magnesium sulfate solution and 14 percent after 5 40 cycles of sodium sulfate solution. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 FAprojmts103181047-1912-0 Wrk Prod12-3 SPECSTINALtDivision 3101 3700. Ri"p.doc N 31 37 00 - 3 RIPRAP Page 3 of I I 1 2. For all types of stone riprap perform a size verification test on the first 5,000 square 2 yards of finished riprap stone at a location determined by the Engineer. Weigh each 3 stone in a square test area with the length of each side of the square equal to 3 times 4 the specified riprap thickness. The weight of the stones, excluding spalls, should be 5 as specified below. Additional tests may be required. Do not place additional riprap 6 until the initial 5,000 square yards of riprap has been approved. 7 3. When specified, provide grout and mortar as defined as 1 part Portland cement to 3 8 parts sand and mixed with water until it achieves a consistency that will flow into 9 and completely fill all voids. 10 4. Provide filter fabric in accordance with Section 3125 00. For slab riprap, provide 11 the filter fabric type shown on the Drawings 12 a. Large 13 1) Use stones between 50 and 250 pounds with a minimum of 50 percent of 14 the stones heavier than 100 pounds 15 b. Medium 16 1) Use stones between 50 and 250 pounds with a minimum of4O percent of 17 the stones heavier than 100 pounds Use stones with at least 1 broad flat 18 surface. 19 c. Block 20 1) Use stones between 50 and 250 pounds. Use stones that are at least 3 inches 21 in their Ieast dimension. Use stones that are at least twice as wide as they 22 are thick. When shown on the Drawings or approved, material may consist 23 of broken concrete removed under the Contract or from other approved 24 sources. Before placement of each piece of broken concrete, cut exposed 25 reinforcement flush with all surfaces. 26 d. Slab 27 1) Use boulders or quarried rock that meets the gradation requirements of 28 Table 1. Both the width and the thickness of each piece of riprap must be a 29 least 1/3 of the length. When shown on the Drawings or as approved, 30 material may consist of broken concrete removed under the Contract or 31 from other approved sources. Before placement of each piece of broken 32 concrete, cut exposed reinforcement flush with all surfaces. 33 2) Provide bedding stone that in -place meets the gradation requirements 34 shown in Table 2 or as otherwise shown on the Drawings. 35 Table 1 36 Riprap Gradation Requirements Thickness Maximum Size 90 percent Size' 50& Size' 8 percent Size, (lb.) (lb.) (lb.) Minimum (lb.) 12 in. 200 80-180 30-75 3 15in. 320 170-300 60-165 20 18in. 530 290-475 105-220 22 21in. 800 460-720 175-300 25 24in. 1,000 550-850 200-325 30 30in. 2,600 1,150-2.50 400-900 40 37 38 CITY OF FORT WORTH STANDARD CONSTRUCT1ON SPECIFICATION DOCUMENTS Revised December 20, 2012 F:*roje ts1031M047-19U-0 Wrk Prodr2-3 SPLCSTiNAUDivision 310137 00-16pop.doc Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements City Project No.: 01829 1 Table 2 2 Bedding Stone Gradation Sieve Size (Square Mesh) Percent by Weight Passing 3 inches 100 1-1/2 inches 50-80 3/4 inches 20_60 No. 4 0-15 No. 10 0-5 3 C. Special Riprap 4 1. Furnish materials for special riprap according to the Drawings. 5 2.3 ASSEMBLY OR FABRICATION TOLERANCES [NOT USED] 6 2.4 ACCESSORIES [NOT USED] 7 2.5 SOURCE QUALITY CONTROL [NOT USED] 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 INSTALLATION 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 31 37 00 - 4 RIPRAP Page 4 of 11 A. Dress slopes and protected areas to the line and grade shown on the Drawings before the placement of riprap. Place riprap and toe walls according to details and dimensions shown on the Drawings or as directed by the Engineer. B. Concrete Riprap 1. Reinforce concrete riprap with No. 3 reinforcing bars spaced at a maximum of 18 inches in each direction unless otherwise shown. Provide a minimum 6-inch lap at all splices. At the edge of the riprap, provide a minimum horizontal cover of 1 inch and a maximum cover of 3 inches. Place the first parallel bar at most 6 inches from the edge of concrete. Use approved supports to hold the reinforcement approximately equidistant from the top and bottom surface of the slab. Adjust reinforcement during concrete placement to maintain correct position. 2. As directed, sprinkle or sprinkle and consolidate the subgrade before the concrete is placed. All surfaces must be moist when concrete is placed. 3. Compact each layer to a minimum of 95 percent standard proctor density with a moisture content not to exceed +4 percent or -2 percent of optimum moisture or as indicated on the Drawings. 4. After placing the concrete, compact and shape it to conform to the dimensions shown on Drawings. After it has set sufficiently to avoid slumping, finish the surface with a wood float to secure a smooth surface or broom finish as approved. CITY OF FORT WORTH Meadow Lakes and Jenian Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised Decembcr 20, 2012 F:lproje ts103181047-1912-0 Wrk Prod12-3 SPECS\MNALMivision 31\31 37 00_Riprap.doc 31 37 00 - 5 RIPRAP Page 5 of 11 1 5. Immediately after the finishing operation, cure the riprap according to Section 03 2 3000. 3 C. Stone Riprap 4 1. Provide the following types of stone riprap when shown on the Drawings. 5 a. Dry Riprap 6 1) Dry riprap is stone riprap with voids filled with only spalls or small stones. 7 b. Grouted Riprap 8 1) Grouted riprap is Type Large, Medium, or Block stone riprap with voids 9 grouted after all the stones are in place. 10 c. Mortared Riprap 11 1) Mortared riprap is Medium stone riprap laid and mortared as each stone is 12 placed. 13 2. Use spalls and small stones lighter than 25 pounds to fill open joints and voids in 14 stone riprap, and place to a tight fit. 15 3. Do not place mortar or grout when the air temperature is below 35 degrees 16 Fahrenheit. 17 4. Protect work from rapid drying for at least 3 days after placement. Unless otherwise 18 approved, place filter fabric with the length running up and down the slope. Ensure 19 fabric has a minimum overlap of 2 feet. 20 5. Secure fabric with nails or pins. Use nails at least 2 inches long with washers or U- 21 shaped pins with legs at least 9 inches long. Space nails or pins at a maximum of 10 22 feet in each direction and 5 feet along the seams. Alternative anchorage and spacing 23 may be used when approved. 24 6. Large 25 a. Construct riprap as shown in Figure 1 and as shown on the Drawings. Place 26 stones in a single layer with close joints so that most of their weight is carried 27 by the earth and not by the adjacent stones. 28 b. Place the upright axis of the stones at an angle of approximately 90 degrees to 29 the embankment slope. 30 c. Place each course from the bottom of the embankment upward with the larger 31 stones in the lower courses. 32 d. Fill open joints between stones with spalls. 33 c. Place stones to create a uniform finished top surface. Do not exceed a 6-inch 34 variation between the tops of adjacent stones. Replace, embed deeper, or chip 35 away stones that project more than the allowable amount above the finished 36 surface. 37 f When the Drawings require Large stone riprap to be grouted, prevent earth, 38 sand, or foreign material from filling the spaces between the stones. After the 39 stones are in place, thoroughly wet the stones, fill the spaces between the stones 40 with grout, and pack. Sweep the surface of the riprap with a stiff broom after 41 grouting. 42 7. Medium 43 a. Dry Placement 44 1) Construct riprap as shown in Figure 2. Set the flat surface on a prepared 45 horizontal earth bed, and overlap the underlying course to secure a lapped 46 surface. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 F:*roje [s503181047-19U-0 W& ProdV-3 SPECSIFWALUvision 3 WI 37 00_Ripmp.doc Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements City Project No.: 01829 313700-6 RIPRAP Page 6 of 11 1 2) Place the large stones first, roughly arranged in close contact. Fill the 2 spaces between the large stones with suitably sized stones placed to leave 3 the surface evenly stepped and conforming to the contour required. 4 3) Place stone to drain water down the face of the slope. 5 b. Grouting 6 1) Construct riprap as shown in Figure 3. Size, shape, and lay large flat- 7 surfaced stones to produce an even surface with minimal voids. 8 2) Place stones with the flat surface facing upward parallel to the slope. Place 9 the largest stones near the base of the slope. 10 3) Fill spaces between the larger stones with stones of suitable size, leaving I 1 the surface smooth, tight, and conforming to the contour required. 12 4) Place the stones to create a plane surface with a maximum variation of 6 13 inches in 10 feet from true plane. Provide the same degree of accuracy for 14 warped and curved surfaces. 15 5) Prevent earth, sand or foreign material from filling the spaces between the 16 stones. After the stones are in place, thoroughly wet them, fill the spaces 17 between them with grout, and pack. Sweep the surface with a stiff broom 18 after grouting. 19 c. Mortaring 20 1) Construct riprap as shown in Figure 2. Lap courses as described for dry 21 placement. Before placing mortar, wet the stones thoroughly. 22 2) As the larger stones are placed, bed them in fresh mortar and shove 23 adjacent stones into contact with one another. 24 3) After completing the work, spread all excess mortar forced out during 25 placement of the stones uniformly over them to fill all voids completely. 26 Point up all joints roughly either with flush joints or with shallow, smooth- 27 raked joints as directed. 28 D. Block 29 1. Construct riprap as shown in Figure 4. Place stones on a bed excavated for the base 30 course. Bed the base course of stone well into the ground with the edges in contact. 31 Bed and place each succeeding course in even contact with the preceding course. 32 2. Use spalls and small stones to fill any open joints and voids in the riprap. Ensure 33 the finished surface presents an even, tight surface, true to the line and grades of the 34 typical sections. 35 3. When the Drawings require grouting Block stone riprap, prevent earth, sand, or 36 foreign material from filling the spaces between the stones. After the stones are in 37 place, wet them thoroughly, fill the spaces between them with grout, and pack. 38 Sweep the surface with a stiff broom after grouting. 39 E. Slab 40 1. Construct riprap as shown in Figure 5. Place riprap stone on the slopes within the 41 limits shown on the Drawings. Place stone for riprap on the bedding material to 42 produce a reasonably well -graded mass of riprap with the minimum practicable 43 percentage of voids. 44 2. Construct the riprap to the lines and grades shown on the Drawings or staked in the 45 field. A tolerance of +6 inches and -0 inch from the slope line and grades shown on 46 the Drawings is allowed in the finished surface of the riprap. CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 F:lprojecis\03161047-1912-0 Wrk Proda-3 SPF.C5IFINAL1Division 31131 37 00_Riprap.doc 9 313700-7 RIPRAP Page 7 of 11 1 3. Place riprap to its full thickness in a single operation. Avoid displacing the bedding 2 material. Ensure that the entire mass of stones in their final position is free from 3 objectionable pockets of small stones and clusters of larger stones- 4 4. Do not place riprap in layers, and do not place it by dumping it into chutes, 5 dumping it from the top of the slope, pushing it from the top of the slope, or any 6 method likely to cause segregation of the various sizes. 7 5. Obtain the desired distribution of the various sizes of stones throughout the mass by 8 selective loading of material at the quarry or other source or by other methods of 9 placement that will produce the specified results. 10 6. Rearrange individual stones by mechanical equipment or by hand if necessary to 11 obtain a reasonably well -graded distribution of stone sizes. 12 F. Special Riprap 13 1. Construct special riprap according to the Drawings. 14 3.5 REPAIR [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE (NOT USED] 23 3.14 ATTACHMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 F-Aprnjeas1031M047-1952-0 Wrk Prod12-3 SPECSTINADDivision 31131 3700_Ripnp.do Meadow Lakes and.ienkin Heights Sanitary Sewer Improvements City Project No.: 01829 1 2 3 4 5 6 7 S 9 10 11 12 13 14 313700-8 RIPRAP Page 8 of 11 Figure 1 - Large stone riprap, dry or grouted. l<ir®ut when g specified 9" min, I I.-: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 F 1pro}tcts1031 MV- M2-0 W& No&2-3 SPECSIFWAL1Division 31 \31 37 00_Riprap.doc Slope of embankment Upright axes of Staw perpendicular to slope Meadow Lakes and 3enkin Heights Sanitary Sewer Improvements City Project No.: 01829 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 '"U� when specified Flat side ep 94 min- 4 w I � I Tolle of a T-6" min Figure 2 - Medium stone riprap, dry or grouted. Mortar When specified '14� '00-- 9� 9" min II lope of s 9'-6" join Figure 3 - Medium stone riprap, mortared. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 F:Sprajec1s103181047-19V-0 Wrk Pmd523 SPECSTINADDivision 3W1 37 00_Riprap.doc 31 37 00 - 9 RIPRAP Page 9 of I I Meadow lakes and Jenkin Heights Sanitary Sewer Improvements City Project No.: 01829 1 2 t 4 5 6 afA LE' .a. 4- Grout when P►iftfta of b Rt1i��F Figure 4 — Block stone riprap, dry or grouted. Fitter fabric _. 2 t1M@5 thickness min Figure 5 — Slab stone riprap CITY OR FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 P: projmts103181047-1912-0 Wrk Wod12-3 SPHCSTINALUD Ision 31" 1 37 00 Riprap.doc 313700-10 RIPRAP Page 10 of I 1 Meadow Lakes and Jerkin Heights Sanitary Sewer improvements City Project No.: 01829 313700-11 RIPRAP Page I I of I 1 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 3.4.13. — defined compaction requirements beneath concrete rip rap CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 F:Sprajecrs1031 S10A7-19U-0 Wyk Pndl2-3 SPECMNAUDivision 31131 37 00_Ripmp.&c 320117-1 PERMANENT ASPHALT PAVING REPAIR Page 1 of 5 9 1 SECTION 32 0117 2 PERMANENT ASPHALT PAVING REPAIR 3 PART 1- GENERAL 4 11 SUMMARY 5 A. Section includes: 6 1. Flexible pavement repair to include, but not limited to: 7 a. Utility cuts (water, sanitary sewer, drainage, franchise utilities, etc.) 8 b. Warranty work 9 c. Repairs of damage caused by Contractor 10 d. Any permanent asphalt pavement repair needed during the course of l i construction 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 --- Bidding Requirements, Contract Forms, and Conditions of the 16 Contract 17 2. Division 1 — General Requirements 18 3. Section 03 34 16 — Concrete Base Material for Trench Repair 19 4. Section 32 12 16 --- Asphalt Paving 20 5. Section 32 13 13 — Concrete Paving 21 6. Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 22 1.2 PRICE AND PAYMENT PROCEDURES 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 I A. Measurement and Payment 1. Asphalt Pavement Repair a. Measurement 1) Measurement for this Item will be by the linear foot of Asphalt Pavement Repair based on the defined width and roadway classification specified in the Drawings. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid price per linear foot of Asphalt Pavement Repair. c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches CITY OF FORT WORTH Meadow Lakes and lenkin heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F: pmjecls103181047-19\2-0 Wrk PmdQ-3 SPPCSWINALDivision 32\32 Ol 17 Permanent Asphah Paving Rcpair.do 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 320117-2 PERMANENT ASPHALT PAVING REPAIR Page 2 of 5 7) Tack coat 8) Removal and/or sweeping excess material 2. Asphalt Pavement Repair for Utility Service Trench a. Measurement 1) Measurement for this Item will be by the linear foot of Asphalt Pavement Repair centered on the proposed sewer service line measured from the face of curb to the limit of the Asphalt Pavement Repair for the main sewer line. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid price per linear foot of "Asphalt Pavement Repair, Service" installed for: a) Various types of utilities c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 3. Asphalt Pavement Repair Beyond Defined Width a. Measurement 1) Measurement for this Item will be by the square yard for asphalt pavement repair beyond pay limits of the defined width of Asphalt Pavement Repair by roadway classification specified in the Drawings. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of Asphalt Pavement Repair Beyond Defined Width. c. The price bid shall include: 1) Preparing final surfaces 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 4. Extra Width Asphalt Pavement Repair a. Measurement 1) Measurement for this Item will be by the square yard for surface repair (does not include base repair) for: a) Various thicknesses CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lKgjmW03181047-1912-0 Wrk Pmd12-3 SPfiCSTINAMDivision 32\37 01 17_Permanent Asphalt Paving Repair.dec 320117-3 PERMANENT ASPHALT PAVING REPAIR Page 3 of 5 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" will be paid for at the unit 4 price bid per square yard of Extra Width Asphalt Pavement Repair 5 c. The price bid shall include: 6 1) Preparing final surfaces 7 2) Furnishing, loading, unloading, storing, hauling and handling all materials 8 including freight and royalty 9 3) Traffic control for all testing 10 4) Asphalt, aggregate, and additive 11 5) Materials and work needed for corrective action 12 6) Trial batches 13 7) Tack coat 14 8) Removal and/or sweeping excess material 15 1.3 REFERENCES 16 A. Definitions 17 1. H.M.A.C. -- Hot Mix Asphalt Concrete 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Permitting 20 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 21 and Public Works Department in conformance with current ordinances. 22 2. The Transportation and Public Works Department will inspect the paving repair 23 after construction. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 26 A. Asphalt Pavement Mix Design: submit for approval: see Section 32 12 16. 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.11 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.12 FIELD CONDITIONS 32 A. Place mixture when the roadway surface temperature is 45 degrees F or higher and 33 rising unless otherwise approved. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FaprojWs1031$5047-19V-0 Wrk Prod12-3 SPECSTINALWivision 32\32 0117 Pcrm ml Asphalt Paving Repair.doc 320117-4 PERMANENT ASPHALT PAVING REPAIR Page 4 of 5 1 1.13 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 21 OWNER -FURNISHED [NOT USED] 4 2.2 MATERIALS 5 A. Backfill 6 1. See Section 33 05 10. 7 B. Base Material 8 1. Concrete Base Material for Trench Repair: See Section 03 34 16. 9 2. Concrete Base: See Section 32 13 13. 10 C. Asphalt Paving: see Section 32 12 16, 11 1. H.M.A.C. paving: Type D. 12 2.3 ACCESSORIES [NOT USED] 13 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION 15 31 INSTALLERS [NOT USED] 16 3.2 EXAMINATION [NOT USED] 17 3.3 PREPARATION 18 A. Surface Preparation 19 1. Mark pavement cut for repairs for approval by the City. 20 2. Contractor and City meet prior to saw cutting to confirm limits of repairs. 21 3.4 INSTALLATION 22 A. General 23 L Equipment 24 a. Use machine intended for cutting pavement. 25 b. Milling machines may be used as long as straight edge is maintained. 26 2. Repairs: In true and straight lines to dimensions shown on the Drawings. 27 3. Utility Cuts 28 a. In a true and straight line on both sides of the trench 29 b. Minimum of 12 inches outside the trench walls 30 c. If the existing flexible pavement is 2 feet or less between the lip of the existing 31 gutter and the edge of the trench repair, remove the existing paving to such 32 gutter. 33 4. Limit dust and residues from sawing from entering the atmosphere or drainage 34 facilities. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F Nprojecls503161047-19V-0 Wrk Prmd12-3 SPECSIFINALIDivision 32\32 01 l7—Pmnancm Asphalt Paving Repair.dac 1 3201 17 - 5 PERMANENT ASPHALT PAVING REPAIR Page 5 of 5 1 B. Removal 2 1. Use care to prevent fracturing existing pavement structure adjacent to the repair 3 area. 4 C. Base 5 1. Install replacement base material as specified in Drawings. 6 D_ Asphalt Paving 7 1. H.M.A.0 placement: in accordance with Section 32 12 16 8 2. Type D surface mix 9 3. Depth: as specified in Drawings 10 4. Place surface mix in lifts not to exceed 3 inches. 11 5. Last or top lift shall not be less than 2 inches thick. 12 3.5 REPAIR/RESTORATION [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 23 END OF SECTION 24 DATE NAME 12/20/2012 D. Johnson 25 Revision Log SUMMARY OF CHANGE 1.2.A — Modified Items to be included in price bid; Added blue text for clarification of repair width on utility trench repair; Added a bid item for utility service trench repair. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lpmjwsU la%047-19V-0 Wyk PrudV-3 SPEMMNATADivision 32W 01 17_Permanent Asphalt Paving Repair.doc 0 1 2 SECTION 32 1123 FLEXIBLE BASE COURSES 321123-1 FLEXIBLE BASE COURSES Page 1 of 7 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Foundation course for surface course or for other base course composed of flexible 7 base constructed in one or more courses in conformity with the typical section. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1, Division 0 —Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. Measurement for this Item will be by the square yard of Flexible Base Course 18 for various: 19 1) Depths 20 2) Types 21 3) Gradations 22 2. Payment 23 a. The work performed and materials furnished in accordance with this Item and 24 measured as provided under "Measurement" will be paid for at the unit price 25 bid per square yard of Flexible Base Course. 26 3. The price bid shall include: 27 a. Preparation and correction of subgrade 28 b. Furnishing of material 29 c. Hauling 30 d. Blading 31 e. Sprinkling 32 f. Compacting 33 1.3 REFERENCES 34 A. Definitions 35 1. RAP — Recycled Asphalt Pavement. 36 B. Reference Standards 37 1. Reference standards cited in this specification refer to the current reference standard 38 published at the time of the latest revision date logged at the end of this 39 specification, unless a date is specifically cited. 40 2. ASTM International (ASTM): CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojects1031&047-1912-0WrkProd12-3SPECSWWAL\Division32"21123—FlexibleBase Cour .doc 321123-2 FLEXIBLE BASE COURSES Page 2 of 7 1 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 2 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 3 3. Texas Department of Transportation (TXDOT): 4 a. Tex- 104-E, Determining Liquid Limits of Soils 5 b. Tex-106-E, Calculating the Plasticity Index of Soils 6 c. Tex-107-E, Determining the Bar Linear Shrinkage of Soils 7 d. Tex- 110-E, Particle Size Analysis of Soils 8 e. Tex- 116-E, Ball Mill Method for Determining the Disintegration of Flexible 9 Base Material 10 f. Tex- 117-E, Triaxial Compression for Disturbed Soils and Base Materials 11 g. Tex-411-A, Soundness of Aggregate Using Sodium Sulfate or Magnesium 12 Sulfate 13 h. Tex-413-A, Determining Deleterious Material in Mineral Aggregate 14 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 15 1.5 ACTION SUBMITTALS [NOT USED] 16 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 17 1.7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE [NOT USED] 20 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS [NOT USED] 24 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 2.2 MATERIALS A. General 1. Furnish uncontaminated materials of uniform quality that meet the requirements of the Drawings and specifications. 2. Obtain materials from approved sources. 3. Notify City of changes to material sources. 4. The City may sample and test project materials at any time before compaction throughout the duration of the project to assure specification compliance. B. Aggregate 1. Furnish aggregate of the type and grade shown on the Drawings and conforming to the requirements of Table 1. 2. Each source must meet Table 1 requirements for liquid limit, plastiCity index, and wet ball mill for the grade specified. 3. Do not use additives such as but not limited to lime, cement, or fly ash to modify aggregates to meet the requirements of Table 1, unless shown on the Drawings. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised December 20, 2012 F:lpruiects103181047-1912-0 Wrk Pion-3 SPECSIFINALiDivision 32\32 11 23 Flexible Base Co2u .doc 1 2 Table 1 3 Material Requirements Property Test Method Grade 1 Grade 2 Master gradation sieve size (%retained) 2-1/2 in. — 0 1-3/4 in. 0 0-10 7/8 in. I Tex-] 10-B I 10-35 — I 318 in. I I 30-50 — No, 4 I I 45-65 1 45 75 No. 40 70-85 60-85 Liquid limit, % max.' Tcx-104-E 35 40 PlastiCity index, max.' Tex-106-E 10 12 j Wet ball mill, % max' 40 45 Wet ball mill, % max. Tex -116-E increase passing the 20 20 No. 40 sieve Classification' 1.0 1.1-2.3 Min. compressive strength3,psi Tex-117-E lateral pressure 0 psi 45 35 lateral pressure 15 psi 175 175 1. Determine plastic index in accordance with Tex-107-E (linear shrinkage) when liquid limit is unattainable as defined in Tex-104-E- 2- When a soundness value is required by the Drawings, test material in accordance with Tex-41 I -A. 3. Meet both the classification and the minimum compressive strength, unless otherwise shown on the Drawings. 4 321123-3 FLEXIBLE BASE COURSES Page 3 of 7 5 4. Material Tolerances 6 a. The City may accept material if no more than 1 of the 5 most recent gradation 7 tests has an individual sieve outside the specified limits of the gradation. 8 b. When target grading is required by the Drawings, no single failing test may 9 exceed the master grading by more than 5 percentage points on sieves No. 4 10 and larger or 3 percentage points on sieves smaller than No. 4. 11 c. The City may accept material if no more than 1 of the 5 most recent plasticity 12 index tests is outside the specified limit. No single failing test may exceed the 13 allowable limit by more than 2 points. 14 5. Material Types 15 a. Do not use fillers or binders unless approved. 16 b. Furnish the type specified on the Drawings in accordance with the following: 17 1) Type A 18 a) Crushed stone produced and graded from oversize quarried aggregate 19 that originates from a single, naturally occurring source. 20 b) Do not use gravel or multiple sources. 21 2) Type B 22 a) Only for use as base material for temporary pavement repairs. 23 b) Do not exceed 20 percent RAP by weight unless shown on Drawings. 24 3) Type D 25 a) Type A material or crushed concrete. 26 b) Crushed concrete containing gravel will be considered Type D 27 material. CITY OF FORT WORTH Meadow Lakes and Jenkm heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojWs103181047-19V-0 Wrk Prod12-3 SPEMFINALIDivisim 32\32 It 23_Flmible nose Coue mdoc 1 2 3 4 5 6 7 8 9 32 1123 -4 FLEXIBLE BASE COURSES Page 4 of 7 c) The City may require separate dedicated stockpiles in order to verify compliance. d) Crushed concrete must meet the following requirements: (1) Table 1 for the grade specified. (2) Recycled materials must be free from reinforcing steel and other objectionable material and have at most 1.5 percent deleterious material when tested in accordance with TEX-413-A. C. Water 1. Furnish water free of industrial wastes and other objectionable matter. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. General I. Shape the subgrade or existing base to conform to the typical sections shown on the Drawings or as directed. 2. When new base is required to be mixed with existing base: a. Deliver, place, and spread the new flexible base in the required amount. b. Manipulate and thoroughly mix the new base with existing material to provide a uniform mixture to the specified depth before shaping. B. Subgrade Compaction 1. Proof roll the roadbed before pulverizing or scarifying in accordance with the following: a. Proof Rolling 1) City Project Representative must be on -site during proof rolling operations. 2) Use equipment that will apply sufficient load to identify soft spots that rut or pump. a) Acceptable equipment includes fully loaded single -axle water truck with a 1500 gallon capacity. 3) Make at least 2 passes with the proof roller (down and back — 1 pass). 4) Offset each trip by at most 1 tire width. 5) If an unstable or non -uniform area is found, correct the area. b. Correct 1) Soft spots that rut or pump greater than 3/4 inch 2) Areas that are unstable or non -uniform 2. Installation of base material cannot proceed until compacted subgrade approved by the City. CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Prqject No. 01829 Revised December 20, 20I2 F 1projectsl03181047-1912-0 Wrk Prod12-3 SPECI,\HNAL1Divisiou 32�32 11 23 Fle ihle Base Co=es.doe 321123-5 FLEXIBLE BASE COURSES Page 5 of 7 1 3.4 INSTALLATION 2 A. General 3 1. Construct each layer uniformly, free of loose or segregated areas, and with the 4 required density and moisture content. 5 2. Provide a smooth surface that conforms to the typical sections, lines, and grades 6 shown on the Drawings or as directed. 7 3. Haul approved flexible base in clean, covered trucks. 8 B. Equipment 9 1. General 10 a. Provide machinery, tools, and equipment necessary for proper execution of the 11 work. 12 2. Rollers 13 a. The Contractor may use any type of roller to meet the production rates and 14 quality requirements of the Contract unless otherwise sbown on the Drawings 15 or directed. 16 b. When specific types of equipment are required, use equipment that meets the 17 specified requirements. 18 c. Alternate Equipment. 19 1) Instead of the specified equipment, the Contractor may, as approved, 20 operate other compaction equipment that produces equivalent results. 21 2) Discontinue the use of the alternate equipment and furnish the specified 22 equipment if the desired results are not achieved. 23 d. City may require Contractor to substitute equipment if production rate and 24 quality requirements of the Contract are not met. 25 C. Placing 26 1. Spread and shape flexible base into a uniform layer by approved means the same 27 day as delivered unless otherwise approved. 28 2. Place material such that it is mixed to minimize segregation. 29 3. Construct layers to the thickness shown on the Drawings, while maintaining the 30 shape of the course. 31 4. Where subbase or base course exceeds 6 inches in thickness, construct in 2 or more 32 courses of equal thickness- 33 5. Minimum lift depth: 3 inches 34 6. Control dust by sprinkling. 35 7. Correct or replace segregated areas as directed. 36 S. Place successive base courses and finish courses using the same construction 37 methods required for the first course. 38 D. Compaction 39 1. General 40 a. Compact using density control unless otherwise shown on the Drawings. 41 b. Multiple lifts are permitted when shown on the Drawings or approved. 42 c. Bring each layer to the moisture content directed. When necessary, sprinkle the 43 material to the extent necessary to provide not less than the required density. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised Decelnber 20, 2012 R\projmcs1031 M47-19V2-I1 Wrk Prod12-3 SPECSTINALOivisim 32132 11 23_FImible Sale Coume .doe 1 2 3 4 5 6 7 8 9 10 1t 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 32 11 23-6 FLEXIBLE BASE COURSES Page 6 of 7 d. Compact the full depth of the subbase or base to the extent necessary to remain firm and stable under construction equipment. 2. Rolling a. Begin rolling longitudinally at the sides and proceed towards the center, overlapping on successive trips by at least 1/2 the width of the roller unit. b. On superelevated curves, begin rolling at the low side and progress toward the high side. c. Offset alternate trips of the roller. d. Operate rollers at a speed between 2 and 6 mph as directed. e. Rework, recompact, and refinish material that fails to meet or that loses required moisture, density, stability, or finish before the next course is placed or the project is accepted. f. Continue work until specification requirements are met. g. Proof roll the compacted flexible base in accordance with the following: 1) Proof Rolling a) City Project Representative must be on -site during proof rolling operations. b) Use equipment that will apply sufficient load to identify soft spots that rut or pump. (1) Acceptable equipment includes fully loaded single -axle water truck with a 1500 gallon capacity. c) Make at least 2 passes with the proof roller (down and back = 1 pass). d) Offset each trip by at most 1 tire width. e) If an unstable or non -uniform area is found, correct the area. 2) Correct a) Soft spots that rut or pump greater than 3/4 inch. b) Areas that are unstable or non -uniform. 3. Tolerances a. Maintain the shape of the course by blading. b. Completed surface shall be smooth and in conformity with the typical sections shown on the Drawings to the established lines and grades. c. For subgrade beneath paving surfaces, correct any deviation in excess of 1/4 inch in cross section in length greater than 16 feet measured longitudinally by loosening, adding or removing material. Reshape and recompact by sprinkling and rolling. d. Correct all fractures, settlement or segregation immediately by scarifying the areas affected, adding suitable material as required. Reshape and recompact by sprinkling and rolling. e. Should the subbase or base course, due to any reason, lose the required stability, density and finish before the surfacing is complete, it shall be recompacted at the sole expense of the Contractor. 4. Density Control a. Minimum Density: 95 percent compaction as determined by ASTM D698. b. Moisture content: minus 2 to plus 4 of optimum. E. Finishing 1. After completing compaction, clip, skin, or tight -blade the surface with a maintainer or subgrade trimmer to a depth of approximately 1/4 inch. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 i+:lprojecls1031 S1047-M2-0 Wrk Prod9-3 SPECSTINAL\Division 32\32 1123 Flexible Base Caurscs.doc 321123-7 FLEXIBLE BASE COURSES Page 7 of 7 1 2. Remove loosened material and dispose of it at an approved location. 2 3. Seal the clipped surface immediately by rolling with an appropriate size pneumatic 3 tire roller until a smooth surface is attained. 4 4. Add small increments of water as needed during rolling. 5 5. Shape and maintain the course and surface in conformity with the typical sections, 6 lines, and grades as shown on the Drawings or as directed. 7 6. In areas where surfacing is to be placed, correct grade deviations greater than 114 8 inch in 16 feet measured longitudinally or greater than 1/4 inch over the entire 9 width of the cross-section. 10 7. Correct by loosening, adding, or removing material. 11 8. Reshape and recompact in accordance with 3A.C. 12 3.5 REPAIR/RESTORATION [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 QUALITY CONTROL 15 A. Density Test 16 1. City to measure density of flexible base course- 17 a. Notify City Project Representative when flexible base ready for density testing. 18 b. Spacing directed by City (1 per block minimum). 19 c. City Project Representative determines location of density testing. 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING ]NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F.\projecls503185047-1912-0 Wrk Pmd12-3 SPECS MAGDivisiou 32132 1123 Flexible Base Comses.doc l 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 32 1129 LIME TREATED BASE COURSES 321129-1 LIME TREATED BASE COURSES Page 1 of 10 5 A. Section Includes: 6 1. Treating subgrade, subbase and base courses by the pulverization, addition of lime, 7 mixing and compacting the mix material to the required density. 8 2. Item applies to the natural ground, embankment, existing pavement; base or 9 subbase courses placed and shall conform to the typical section, lines and grades 10 shown on the Drawings. l I B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 15 2. Division 1 - General Requirements 16 3. Section 3123 23 - Borrow 17 4. Section 32 1123 - Flexible Base Courses 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Hydrated Lime 21 a. Measurement 22 1) Measurement for this Item shall be by the ton (dry weight) of Hydrated 23 Lime used to prepare slurry at the job site. 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under "Measurement" will be paid for at the unit 27 price bid per ton of Hydrated Lime. 28 c. The price bid shall include: 29 1) Furnishing the material 30 2) All freight involved 31 3) All unloading, storing, and handling 32 2. Commercial Lime Slurry 33 a. Measurement 34 1) Measurement for this Item shall be by the ton (dry weight) as calculated 35 from the minimum percent dry solids content of the slurry multiplied by the 36 weight of the slurry in tons delivered. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" will be paid for at the unit 40 price bid per ton of Commercial Lime Slurry. 41 c. The price bid shall include: 42 1) Furnishing the material CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Mprojects503181D47-1942-0 Wrk Prodi2-3 SHMFINAUDivisim 32\32 11 29_Ume Treated Sale Cour mdm 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 321129-2 LIME TREATED BASE COURSES Page 2 of] 0 2) All freight involved 3) All unloading, storing, and handling 3. Quicklime a. Measurement 1) Measurement for this Item shall be by the ton (dry weight) of Quicklime. Measurement for Quicklime in slurry form shall be measured by the ton (dry weight) of the Quicklime used to prepare the slurry. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Quicklime. c. The price bid shall include: 1) Furnishing the material 2) AlI freight involved 3) All unloading, storing, and handling 4. Lime Treatment a. Measurement 1) Measurement for this Item shall be by the square yard of surface area as established by the widths shown on the Drawings and the lengths measured at placement. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of Lime Treatment applied for: a) Various depths c. The price bid shall include: 1) Preparing the roadbed 2) Loosening, pulverizing application of lime, water content in the slurry mixture and the mixing water 3) Mixing, shaping, sprinkling, compacting, finishing, curing and maintaining 4) Performing all manipulations required 32 1.3 REFERENCES 33 34 35 36 37 38 39 40 41 42 43 44 45 46 A. Definitions 1. Hydrated Lime: dry powdered material consisting of calcium hydroxide. 2. Commercial Lime Slurry: liquid mixture of hydrated lime solids and water delivered to a project in slurry form. 3. Quicklime: dry material consisting of calcium oxide furnished in either of two grades: a. Grade DS — grade of "pebble" quicklime suitable for use in the preparation of slurry for wet placing. b. Grade S — finely graded quicklime for use only in the preparation of slurry for wet placing. B. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. CITY OF FORT WORTH Meadow Cakes and 7eokin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lpmjects103181047-1912-0 Wrk Prod12-3 SPF.CSIFINADDivisiun 32L32 11 29 Time "Created Base Course .duc 321129-3 LIME TREATED BASE COURSES Page 3 of 10 ( 1 2. ASTM International (ASTM): 2 a. D698, Standard Test Methods for Laboratory Compaction Characteristics of 3 Soil Using Standard Effort (12 400 ft-lbf/ft3 (600 kN-m/m3)) 4 b. D6938, Standard Test Method for In -Place Density and Water Content of Soil 5 and Soil -Aggregate by Nuclear Methods (Shallow Depth) 6 3. Texas Department of Transportation (TXDOT)- 7 a. Tex- 101-E, Preparing Soil and Flexible Base Materials for Testing 8 b. Tex-140-E, Measuring Thickness of Pavement Layer 9 c. Tex-600-J, Sampling and Testing of Hydrated Lime, Quicklime and 10 Commercial Lime Slurry 11 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 12 1.5 ACTION SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTLAS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 1.10 DELIVERY AND STORAGE 18 A. Truck Delivered Lime 19 1. Each truck ticket shall bear the weight of lime measured on certified scales. r 20 2. Submit delivery tickets, certified by supplier, that include weight with each bulk 1 21 delivery of lime to the site. 22 1.11 SITE CONDITIONS 23 A. Start lime application only when the air temperature is at least 35°F and rising or is at 24 least 40°F. Measure temperature in the shade and away from artificial heat. 25 B. Suspend application when the City determines that weather conditions are unsuitable. 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS 28 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 29 2.2 MATERIALS 30 A. General 31 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 32 the Drawings and specifications. 33 2. Notify the City of the proposed material sources and of changes to material sources. 34 3. Obtain verification from the City that the specification requirements are met before 35 using the sources. 36 4. The City may sample and test project materials at any time before compaction. 37 B. Lime f 38 1. Hydrated Lime CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojects103181047-19\2-0 Wrk Prod12-3 SPECSIFINALUDivision 32\32 11 29_Lime Treated Base Coo .doc 32 11 29-4 LIME TREATED BASE COURSES Page 4 of 10 1 a. pumpable suspension of solids in water 2 b. solids portion of the mixture when considered as a basis of "solids content," 3 shall consist of principally hydrated lime of a quality and fineness sufficient to 4 meet the chemical and physical requirements. 5 2. Dry Lime: Do not use unless approved by City. 6 3. Quicklime 7 a. Use quicklime only when specified by the City. 8 b. dry material consisting of essentially calcium oxide. 9 c. Furnished in either of two grades: 10 1) Grade DS 11 2) Grade S 12 4. Furnish lime that meets the following requirements 13 a. Chemical Requirements 14 15 16 Total "active" lime content, percent by weight Unhydrated lime content, percent by weight CaO "Free Water" content, percent by weigbt water Table 2 Lime Chemical Requirements Hydrated Commercial Lime Quicklime Lime Slurry 90.0 Min 87.0 Min 5.0 Max 5.0 Max b. Physical Requirements 87.0 Min 17 Table 3 18 Lime Physical Requirements Hydrated Commercial Lime Quicklime Lime Slurry 19 20 21 Wet Sieve Requirement, As percentage by Weight Residue: Retained on No. 6 sieve 0.2 Max 0.2 Max 8.0 Max, 1 Retained on No. 30 sieve 4.0 Max 4.0 Max Dry Sieve Requirement, As percentage by Weight Residue: Retained on a 1-in sieve 0.0 Retained on a 3/4 —in sieve 10.0 Max Retained on a No. 100 Grade Ds — 80 Min sieve Grade S — no limits Retained on a No. 6 sieve 0.2 Max 0.2 Max 8.0 Maxi 1 1 The amount total "active" lime content, as Cap, in the material retained on the No. 6 sieve must not exceed 2.0% by weight of the original quicklime, c. Slurry Grades CITY OF FORT WORTH Meadow Lakes and Jenkin heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lpro*ts103181047-19t2-0 Wrk Prod12-3 SYECST NAL\Divisi= 3T32 1 129 Lime Treated Base CDMSs .doc 321129-5 LIME TREATED BASE COURSES Page 5 of 10 4 1 Table 4 2 Lime Slurry Grades Minimum Dry Solids Contents by Percentage of the Slurry Grade 1 31 f Grade 2 35 Grade 3 46 3 4 C. Flexible Base Courses: Furnish base material that meets the requirements of Section 32 5 1123, for the type and grade shown on the Drawings, before the addition of life. 6 D. Water: Furnish water free of industrial wastes and other objectionable material. 7 E. Borrow: See Section 3123 23. 8 2.3 ACCESSORIES [NOT USED] 9 2.4 SOURCE QUALITY CONTROL [NOT USED] 10 PART 3 - EXECUTION 11 3.1 INSTALLERS [NOT USED] 12 3.2 EXAMINATION [NOT USED] 13 3.3 PREPARATION 14 A. Shape the subgrade or existing base to conform to the typical sections shown on the 15 Drawings or as directed. 16 3.4 INSTALLATION 17 A. General 18 1. Produce a completed course of treated material containing: 19 a. uniform lime mixture, free from loose or segregated areas. 20 b. uniform density and moisture content. 21 c. well bound for full depth. 22 d. with smooth surface and suitable for placing subsequent courses. 23 2. Maximum layer depth of lime treatment in single layer: 8 inches. 24 3. For treated subgrade exceeding 8 inches deep, pulverize, apply lime, mix, compact 25 and finish in equal layers not exceeding 5 inches deep. 26 B. Equipment 27 1. General: Provide machinery, tools, and equipment necessary for proper execution 28 of the work. 29 2. Rollers 30 a. The Contractor may use any type of roller to meet the production rates and 31 quality requirements of the Contract unless otherwise shown on the Drawings 32 or directed. 33 b. When specific types of equipment are required, use equipment that meets the 34 specified requirements. 35 c. Alternate Equipment 36 1) Instead of the specified equipment, the Contractor may, as approved, r 37 operate other compaction equipment that produces equivalent results. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojetts103181047-19\2-0 Wrk Prod\2-3 SPECSTINAUDivisiou 32132 1I 29_Lime Tir ted Base Courses.doc 32 11 29 - 6 LIMB TREATED BASE COURSES Page 6 of 10 1 2) Discontinue the use of the alternate equipment and furnish the specified 2 equipment if the desired results are not achieved. 3 d. City may require Contractor to substitute equipment if production rate and 4 quality requirements of the Contract are not met. 5 3. Storage Facility 6 a. Store quicklime and dry hydrated lime in closed, weatherproof containers. 7 4. Slurry Equipment 8 a. Use slurry tanks equipped with agitation devices to slurry hydrated lime or 9 quicklime on the project or other approved location. 10 b. The City may approve other slurrying methods. 11 c. Provide a pump for agitating the slurry when the distributor truck is not 12 equipped with an agitator. 13 5. Pulverization Equipment 14 a. Provide pulverization equipment that: 15 1) Cuts and pulverizes material uniformly to the proper depth with cutters that 16 plane to a uniform surface over the entire width of the cut 17 2) Provides a visible indication of the depth of cut at all times, and uniformly 18 mixes the materials 19 C. Pulverization 20 L Pulverize or scarify existing material after shaping so that 100 percent passes a 2 21 1/2 inch sieve. 22 2. If the material cannot be uniformly processed to the required depth in a single pass, 23 excavate and windrow the material to expose a secondary grade to achieve 24 processing to depth as shown in the Drawings. 25 D. Application of Lime 26 1. Uniformly apply lime as shown on the Drawings or as directed. 27 2. Add lime at the percentage specified in Drawings. 28 3. Apply Iime only on an area where mixing can be completed during the same 29 working day. 30 4. Minimize dust and scattering of lime by wind. Do not apply lime when wind 31 conditions, in the opinion of the City, cause blowing lime to become dangerous to 32 traffic or objectionable to adjacent property owners. 33 5. Slurry Placement 34 a. Hydrated Lime 35 1) Mix Lime with water and apply slurry 36 2) Apply Type B, commercial lime slurry, with a lime percentage not less 37 applicable for grade used 38 3) Distribute lime at the rate shown on the Drawings 39 4) Make successive passes over a measured surface of roadway until the 40 proper moisture and lime content have been achieved. 41 b. Quicklime 42 1) Spread the residue for the Quicklime slurrying procedure uniformly over 43 the length of the roadway. CITY OF PORT WORTH Meadow Lakes and 7enkin Heights Saaitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 rAprejeem\031M047-1912-0 Wrk Prad12-3 SPKSkFTNAL1Divisiou 32\32 11 29 Lime Treated Base Comses.doc 32It29-7 LIME TREATED BASE COURSES Page 7 of 10 1 2) Residue is primarily inert material with little stabilizing value; however, 2 may contain a small amount of Quicklime particles that slake slowly. A 3 concentration of these particles could cause the compacted stabilized 4 material to swell during slaking. 5 E. Mixing 6 1. Begin mixing within 6 hours of application of lime. 7 2. Hydrated lime exposed to the open air for 6 hours or more between application and 8 mixing, or that experiences excessive loss due to washing or blowing, will not be 9 accepted for payment. 10 3. Thoroughly mix the material and lime using approved equipment. 11 4. Mix until a homogeneous, friable mixture of material and lime is obtained, free 12 from all clods and lumps. 13 5. Do not mix greater than 1 inch deeper than the stabilization depth specified. 14 6. Materials containing plastic clay or other materials that are not readily mixed with 15 lime shall be mixed as thoroughly as possible at the time of lime application, 16 brought to the proper moisture content and sealed with a pneumatic roller. 17 7. Allow the mixture to cure for 72 hours or as directed by City. 18 8. When pebble grade quicklime is used, allow the mixture to cure for 2 to 4 days. 19 9. Sprinkle the treated materials during the mixing and curing operation to achieve 20 adequate hydration and proper moisture content. 21 10. After curing, resume mixing until a homogeneous, friable mixture is obtained. 22 11. After mixing, City will sample the mixture at roadway moisture and test in 23 accordance with Tex- 101-E, Part HT, to determine compliance with the gradation 24 requirements in Table 5. 25 Table 5 26 Gradation Requirements (Minimum % Passing) Sieve Size Base 1-3/4 in. 100 3/4 in. 85 27 I No.4 60 28 F. Compaction 29 1. General 30 a. Begin compaction immediately after final mixing. 31 b. Aerate and sprinkle as necessary to provide optimum moisture content. 32 c. Multiple lifts are permitted when shown on the Drawings or approved. 33 d. Bring each layer to the moisture content directed. 34 2. Rolling 35 a. Begin rolling longitudinally at the sides and proceed toward the center, 36 overlapping on successive trips by at least one-half the width of the roller unit. 37 b. On superelevated curves, begin rolling at the low side and progress toward the 38 high side. 39 c. Offset alternate trips of the roller. 40 d. Operate rollers at a speed between 2 and 6 MPH or as directed. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F;\projoets10318\047-19\2-0 Wrk Profit -3 SPECSTINALDMsion 32132 1129_Lime Treated Base Counmdoc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 321129-8 LIME TREATED BASE COURSES Page 8 of 10 e. Rework, recompact, and refinish material that fails to meet or that loses required moisture, density, stability, or finish before the next course is placed or the project is accepted. 1) Continue work until specification requirements are met. 2) Rework in accordance with Maintenance item of this Section. £ Proof roll the lime treated base course in accordance with the following: 1) Proof Rolling a) City Project Representative must be on -site during proof rolling operations. b) Use equipment that will apply sufficient load to identify soft spots that rut or pump. (1) Acceptable equipment includes fully loaded single -axle water truck with a 1500 gallon capacity. c) Make at least 2 passes with the proof roller (down and back = 1 pass). d) Offset each trip by at most 1 tire width. e) If an unstable or non -uniform area is found, correct the area. 2) Correct a) Soft spots that rut or pump greater than 3/4 inch. b) Areas that are unstable or non -uniform. 3. Density Control a. Compact until the entire depth of the mixture has achieved a uniform density of not less than 95 percent of the maximum density as determined by ASTM D698. b. Moisture content: minus 2 to plus 4 optimum. G. Maintenance 1. Maintain the completed soil lime base in good condition, satisfactory to the City as to grade, crown and cross section until the overlaying or next course is constructed. 2. Keep surface of the compacted course moist until covered by other base or pavement. 3. Reworking a Section a. When a section is reworked within 72 hours after completion of compaction, rework the section to provide the required density. b. When a section is reworked more than 72 hours after completion of compaction, add additional lime at 25 percent of the percentage specified. c. Reworking includes loosening, adding material or removing unacceptable material if necessary, mixing as directed, compacting, and finishing. H. Finishing 1. After completing compaction of the final course, clip; skin, or tight -blade the surface of the lime -treated material with a maintainer or subgrade trimmer to a depth of approximately 1/4 inch. 2. Remove loosened material and dispose of at an approved location. 3. Roll the clipped surface immediately with a pneumatic tire roller until a smooth surface is attained. 4. Add small amounts of water as needed during rolling. 5. Shape and maintain the course and surface in conformity with the typical sections, lines, and grades shown on the Drawings or as directed. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights SanitarySewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS t.0189 City Project No. 01829 Revised December 20, 2012 F:lprojmts1031M047-1912-0WrkPrcd12-3SPECSWINAUDivision32621129 Ume'freledBaseCowses.doc 321129-9 LIME TREATED 13ASE COURSES Page 9 of 10 1 I. Curing 2 1. Cure for the minimum number of days shown in Table 6 and by finished pavement 3 type: 4 a. Concrete pavement 5 1) Sprinkle with water 6 2) Maintain moisture during curing 7 3) Do not allow equipment on the finished course during curing except as 8 required for sprinkling. 9 b. Asphalt Pavement 10 1) Apply an asphalt material at a rate of 0.05 to 0.20 gallon per square yard. 11 2) Do not allow equipment on the finished course during curing. 12 Table 6 13 Minimum Curing Requirements Before Placing Subsequent Courses' Untreated Material Curing (Days) PI <_ 35 2 PI > 35 5 1. Subject to the approval of the City. Proof rolling may be required as an indicator of adequate curing. 14 2. Begin paving operations or add courses within 14 calendar days of final 15 compaction. 16 3.5 REPAIR/RESTORATION [NOT USED] 17 3.6 RE -INSTALLATION [NOT USED] 18 3.7 QUALITY CONTROL 19 A. Density Test 20 1. City Project Representative must be on site during density testing 21 2. City to measure density of lime treated base course in accordance with ASTM 22 D6938. 23 3. Spacing directed by City (I per block minimum). 24 4. City Project Representative determines density testing locations. 25 B. Depth Test 26 1. In -place depth will be evaluated for each 500-foot roadway section 27 2. Determine in accordance with Tex-140-E in hand excavated holes. 28 3. For each 500-foot section, 3 phenolphthalein tests will be performed. 29 4. City Project Representative determines depth testing locations. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:SFrojmis10319\047-1912-0 W& Frodl2-3 SFEMF NADDivision 32132 11 29_Lime Treated Sale Cour mdoc 32 11 29 - 10 LIME TREATED BASE COURSES Page 10 of I0 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE .6 CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lpcojm(s103181047-1952-0 Wrk Yrod12-3 SPECSTINA-Mvisim 32\32 11 29 Lime Treated Base Courses.due 321216-1 ASPHALT PAVING Page I of 25 1 SECTION 32 1216 2 ASPHALT PAVING 3 PART1- GENERAL .' =111u1050:411 5 A. Section Includes: 6 1. Constructing a pavement layer composed of a compacted, dense -graded mixture of 7 aggregate and asphalt binder for surface or base courses 8 B. Deviations from this City of Fort Worth Standard Specification 9 1, None, 10 C. Related Specification Sections include, but are not necessarily limited to: I 1 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 12 2. Division 1 - General Requirements 13 3. Section 32 01 17 - Permanent Asphalt Paving Repair 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Asphalt Pavement 17 a. Measurement 18 1) Measurement for this Item shall be by the square yard of completed and 19 accepted asphalt pavement in its final position for various: 20 a) Thicknesses 21 b) Types 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under "Measurement" will be paid for at the unit 25 price bid per 26 c. The price bid shall include: 27 1) Shaping and fine grading the placement area 28 2) Furnishing, loading, unloading, storing, hauling and handling all materials 29 including freight and royalty 30 3) Traffic control for all testing 31 4) Asphalt, aggregate, and additive 32 5) Materials and work needed for corrective action 33 6) Trial batches 34 7) Tack coat 35 8) Removal and/or sweeping excess material 36 2. H.M.A.C. Transition 37 a. Measurement 38 1) Measurement for this Item shall be by the ton of composite Hot Mix 39 Asphalt required for H.M.A.C. Transition. 40 b. Payment CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 1--:lproje ts103l&04?-1952-0 Wrk Prod52-3 SPECSTINALOivision 32M 12 16 Asphalt Paving.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 321216-2 ASPHALT PAVING Page 2 of 25 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of Hot Mix Asphalt. c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 3. Asphalt Base Course a. Measurement 1) Measurement for this Item shall be by the square yard of Asphalt Base Course completed and accepted in its final position for: a) Various thicknesses b) Various types b. Payment 1) The work performed and materials furnished in accordance with this Item. and measured as provided under "Measurement" will be paid for at the unit price bid per square yard of Asphalt Base Course. c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches 7) Tack coat 8) Removal and/or sweeping excess material 4. H.M.A.C. Pavement Level Up a. Measurement 1) Measurement for this Item shall be by the ton of H.M.A.C. completed and accepted in its final position. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of H.M.A.C. c. The price bid shall include: 1) Shaping and fine grading the roadbed 2) Furnishing, loading, unloading, storing, hauling and handling all materials including freight and royalty 3) Traffic control for all testing 4) Asphalt, aggregate, and additive 5) Materials and work needed for corrective action 6) Trial batches CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 P:Nproj=s10318%47-19V2-0 Wrk ProdQ-3 SPLCSTINAUDivision 32132 12 16_Asphalt Paving.doc Meadow Lakes and Ienkin Heights Sanitary Sewer Improvements City Project No. 01829 l 321216-3 ASPHALT PAVING Page 3 of 25 1 7) Tack coat 2 8) Removal and/or sweeping excess material 3 5. H.M.A.C. Speed Cushion 4 a. Measurement 5 1) Measurement for this Item shall be per each H.M.A.C. Speed Cushion 6 installed. 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and treasured as provided under "Measurement" will be paid for at the unit 10 price bid per each H.M.A.C. Speed Cushion installed and accepted in its 11 final position. 12 c. The price bid shall include: 13 1) Shaping and fine grading the roadbed 14 2) Furnishing, loading, unloading, storing, hauling and handling all materials 15 including freight and royalty 16 3) Traffic control for all testing 17 4) Asphalt, aggregate, and additive 18 5) Materials and work needed for corrective action 19 6) Trial batches 20 7) Tack coat 21 8) Removal and/or sweeping excess material 22 1.3 REFERENCES 23 A. Abbreviations and Acronyms 24 1. RAP (reclaimed asphalt pavement) 25 2. SAC (surface aggregate classification) 26 3. BRSQC (Bituminous Rated Source Quality Catalog) 27 4. AQMP (Aggregate Quality Monitoring Program) 28 5. H.M.A.C. (Hot Mix Asphalt Concrete) 29 6. WMA (Warm Mix Asphalt) 30 B. Reference Standards 31 1. Reference standards cited in this specification refer to the current reference standard 32 published at the time of the latest revision date logged at the end of this 33 specification, unless a date is specifically cited. 34 2. National Institute of Standards and Technology (MIST) 35 a. Handbook 44 - 2007 Edition: Specifications, Tolerances, and Other Technical 36 Requirements for Weighing and Measuring Devices 37 3. ASTM International (ASTM): 38 a. ASTM D6084 - 06 Standard Test Method for Elastic Recovery of Bituminous 39 Materials by Ductilometer 40 4. American Association of State Highway and Transportation Officials 41 a. MP2 Standard Specification for Superpave Volumetric Mix Design 42 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt 43 (HMA) 44 c. T 201, Kinematic Viscosity of Asphalts (Bitumens) CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 i F3projectsNO3I M47-M2-0 Wrk ProdU-3 SPECSTINAUDivision 32\32 12 16 Asphalt Paving -doe 321216-4 ASPHALT PAVING Page 4 of 25 1 d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary 2 Viscometer 3 e. T 316 Standard Method of Test for Viscosity Determination of Asphalt Binder 4 Using Rotational Viscometer 5 f TP 1-93 Test Method for Determining the Flexural Creep Stiffness of Asphalt 6 Binder Using the Bending Beam Rheometer (BBR) 7 5. Texas Department of Transportation 8 a. Bituminous Rated Source Quality Catalog (BRSQC) 9 b. TEX 100-E, Surveying and Sampling Soils for Highways 10 c. Tex 106-E, Calculating the Plasticity Index of Soils 11 d. Tex 107-E, Determining the Bar Linear Shrinkage of Soils 12 e. Tex 200-F, Sieve Analysis of Fine and Coarse Aggregates 13 f. Tex 203-F, Sand Equivalent Test 14 g. Tex-204-F, Design of Bituminous Mixtures 15 h. Tex-207-F, Determining Density of Compacted Bituminous Mixtures 16 i. Tex 217-F, Determining Deleterious Material and Decantation Test for Coarse 17 Aggregates 18 j. Tex-226-F, Indirect Tensile Strength Test 19 k. Tex-227-17, Theoretical Maximum Specific Gravity of Bituminous Mixtures 20 1. Tex-243-F, Tack Coat Adhesion 21 in. Tex-244-F, Thermal profile of Hot Mix Asphalt 22 n. Tex 280-F, Determination of Flat and Elongated Particles 23 o. Tex 406-A, Material Finer Than 75 µm (No. 200) Sieve in Mineral Aggregates 24 (Decantation Test for Concrete Aggregates) 25 p. Tex 408-A, Organic Impurities in Fine Aggregate for Concrete 26 q. Tex 410-A, Abrasion of Coarse Aggregate using the Los Angeles Machine 27 r. Tex 411-A, Soundness of Aggregate by Using Sodium Sulfate or Magnesium 28 s. Tex 460-A, Determining Crushed Face Particle Count 29 t. Tex 461-A, Degradation of Coarse Aggregate by Micro-Deval Abrasion 30 u. Sulfate 31 v. Tex-530-C, Effect of Water on Bituminous Paving Mixtures 32 w. Tex-540-C, Measurement of Polymer Separation on Heating in Modified 33 Asphalt Systems 34 x. Tex-541-C, RolIing Thin Film Oven Test for Asphalt Binders 35 y. Tex-920-K, Verifying the Accuracy of Drum Mix Plant Belt Scales 36 z. Tex-921-K, Verifying the Accuracy of Hot Mix Plant Asphalt Meters 37 aa. Tex 923-K, Verifying the Accuracy of Liquid Additive Metering Systems 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 ACTION SUBMITTALS [NOT USED] 40 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 41 A. Asphalt Paving Mix Design: Submit for approval. See 2.2.B.1. CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 PNproject 03I SM7-1952-0 Wrk Prod12-3 SPrCSIFINAL1Divisioa 321321216_Asphalt Paving.dac I 321216-5 ASPHALT PAVING Page 5 of 25 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD CONDITIONS 6 A. Weather Conditions 7 1. Place mixture when the roadway surface temperature is equal to or higher than the 8 temperatures listed in Table 1. 9 Table 1 10 Minimum Pavement Surface Temperatures Minimum Pavement Surface Temperatures in Degrees Fahrenheit Originally Specified High Subsurface Layers or Surface Layers PIaced in Temperature Binder Night Paving Operations Daylight Operations Grade PG64 or lower 45 50 PG 70 551 601 PG 76 or higher 601 601 11 "Contractors may pave at temperatures 10°F lower than the values shown in Table 1 12 when utilizing a paving process including WMA or equipment that eliminates thermal 13 segregation. In such cases, the contractor must use either a hand held thermal camera 14 or a hand held infrared thermometer operated in accordance with Tex-244-F to 15 demonstrate to the satisfaction of the City that the uncompacted mat has no more than 16 100 F of thermal segregation. 17 18 2. Unless otherwise shown on the Drawings, place mixtures only when weather 19 conditions and moisture conditions of the roadway surface are suitable in the 20 opinion of the City. 21 22 1.12 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS 24 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. General 27 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 28 the Drawings and specifications. 29 2. Notify the City of all material sources. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 F.\proje ts1031KO47-19V-o Wrk Prod12-3 SP) CSIFIAIAL1Division 32\32 12 16_Aspbalt Paving.doc Meadow Lakes and Jenkin heights Sanitary Sewer Improvements City Project No. 01829 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 321216-6 ASPHALTPAVING Page 6 of 25 3. Notify the City before changing any material source or formulation. 4. When the Contractor makes a source or formulation change, the City will verify that the requirements of this specification are met and may require a new laboratory mixture design, trial batch, or both. 5. The City may sample and test project materials at any time during the project to verify compliance. 6. The depth of the compacted lift should be at least 2 times the nominal maximum aggregate size. B. Aggregate 1. General a. Furnish aggregates from sources that conform to the requirements shown. in Table 1, and as specified in this Section, unless otherwise shown on the Drawings. b. Provide aggregate stockpiles that meet the definition in this Section for either coarse aggregate or fine aggregate. c. When reclaimed asphalt pavement (RAP) is allowed by Drawing note, provide RAP stockpiles in accordance with this Section. d. Aggregate from RAP is not required to meet Table 2 requirements unless otherwise shown on the Drawings. e. Supply mechanically crushed gravel or stone aggregates that meet the definitions in Tex 100 E. f. Samples must be from materials produced for the project. g. The City will establish the surface aggregate classification (SAC) and perform Los Angeles abrasion, magnesium sulfate soundness, and Micro-Deval tests. h. Perform all other aggregate quality tests listed in Table 2. i. Document all test results on the mixture design report. j. The City may perform tests on independent or split samples to verify Contractor test results. k. Stockpile aggregates for each source and type separately and designate for the City. 1. Determine aggregate gradations for mixture design and production testing based on the washed sieve analysis given in Tex 200 F, Part II. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 F:\projutM3l MD47-1912-0 Wrk Prodt2-3 SPECSTiNmAF) visfan 32132 12 16_Asphalt Paving.dm Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements City Project No. 01829 t 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 321216-7 ASPHALT PAVING Page 7 of 25 Table 2 Aggregate Quality Requirements Property I Test Method I Requirement Coarse Aggregate SAC AQMP As shown on Drawings Deleterious material, percent, max Tex-217-F, Part I 1.5 Decantation, percent, max Tex-217-F, Part 11 1.5 Micro-Deval abrasion, percent, max Tex-461-A Note 1 Los Angeles abrasion, percent, max Tex-410-A 40 Magnesium sulfate soundness, 5 cycles, percent, max Tex-411-A 302 Coarse aggregate angularity, 2 crushed faces, Tex 460-A, Part I 853 percent, min Flat and elongated particles (a, 5: 1, percent, max Tex-280-F 10 Fine Aggregate Linear shrinkage, percent, max I Tex- I07-E 3 Combined Aggrerate Sand equivalent, percent, min Tex-203-17 45 1. Not used for acceptance purposes. Used by the City as an indicator of the need for further investigation. 2. Unless otherwise shown on the Drawings. 3. Unless otherwise shown on the Drawings. Only applies to crushed gravel. m. Coarse Aggregate 1) Coarse aggregate stockpiles must have no more than 20 percent material passing the No. 8 sieve. 2) Maximum aggregate size should not be over half of the proposed lift depth to prevent particle on particle contact issues. 3) Provide aggregates from sources listed in the BRSQC. 4) Provide aggregate from unlisted sources only when tested by the City and/or approved before use. 5) Allow 30 calendar days for the City to sample, test, and report results for unlisted sources. 6) Class B aggregate meeting all other requirements in Table 2 may be blended with a Class A aggregate in order to meet requirements for Class A materials. 7) When blending Class A and B aggregates to meet a Class A requirement, ensure that at least 50 percent by weight of the material retained on the No. 4 sieve comes from the Class A aggregate source. 8) Blend by volume if the bulk specific gravities of the Class A and B aggregates differ by more than 0.300. 9) When blending, do not use Class C or D aggregates. 10) For blending purposes, coarse aggregate from RAP will be considered as Class B aggregate. 11) Provide coarse aggregate with at least the minimum SAC shown on the Drawings. 12) SAC requirements apply only to aggregates used on the surface of travel lanes, unless otherwise shown on the Drawings. n. RAP is salvaged, milled, pulverized, broken, or crushed asphalt pavement. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojm1s103165047-1912-0 Wrk Prod12-3 SPECSTINAUDivision 32\32 12 16 Asphalt Paving.doc 32 12 16-8 ASPHALT PAVING Page 8 of 25 1 1) No RAP permitted for TYPE D H.M.A.C. 2 2) Use no more than 20 percent RAP on TYPE B H.M.A.C. unless otherwise 3 shown on the Drawings. 4 3) Crush or break RAP so that 100 percent of the particles pass the 2 inch 5 sieve. 6 4) RAP from either Contractor or City, including RAP generated during the 7 project, is permitted only when shown on the Drawings. 8 5) City -owned RAP, if allowed for use, will be available at the location 9 shown on the Drawings. 10 6) When RAP is used, determine asphalt content and gradation for mixture 11 design purposes. 12 7) Perform other tests on RAP when shown on the Drawings. 13 8) When RAP is allowed by plan note, use no more than 30 percent RAP in 14 Type A or B mixtures unless otherwise shown on the Drawings. 15 9) Do not use RAP contaminated with dirt or other objectionable materials. 16 10) Do not use the RAP if the decantation value exceeds 5 percent and the 17 plasticity index is greater than 8. 18 11) Test the stockpiled RAP for decantation in accordance with the laboratory 19 method given in Tex-406-A, Part 1. 20 12) Determine the plasticity index using Tex- 106-E if the decantation value 21 exceeds 5 percent. 22 13) The decantation and plasticity index requirements do not apply to RAP 23 samples with asphalt removed by extraction. 24 14) Do not intermingle Contractor -owned RAP stockpiles with City -owned 25 RAP stockpiles. 26 15) Remove unused Contractor -owned RAP material from the project site upon 27 completion of the project. 28 16) Return unused City -owned RAP to the designated stockpile location. 29 o. Fine Aggregate 30 1) Fine aggregates consist of manufactured sands, screenings, and field sands. 31 2) Fine aggregate stockpiles must meet the gradation requirements in Table 3. 32 3) Supply fine aggregates that are free from organic impurities. 33 4) The City may test the fine aggregate in accordance with Tex-408-A to 34 verify the material is free from organic impurities. 35 5) At most 15 percent of the total aggregate may be field sand or other 36 uncrushed fine aggregate. 37 6) With the exception of field sand, use fine aggregate from coarse aggregate 38 sources that meet the requirements shown in Table 2, unless otherwise 39 approved. 40 7) If 10 percent or more of the stockpile is retained on the No. 4 sieve, test the 41 stockpile and verify that it meets the requirements in Table 1 for coarse 42 aggregate angularity (Tex-460-A) and flat and elongated particles 43 (Tex-280-F). CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojects103181047-1912-0 Wrk Prod12-3 SPECSTPiNALIDivision 32132 12 16_Asphalt Paving-doc 32 12 16 - 9 ASPHALT PAVING Page 9 of 25 Table 3 Gradation Requirements for Fine Aggregate percent Passing by Weight or Sieve Size Volume 3/8" 100 #8 70-100 #200 0-30 2 2. Mineral Filler 3 a. Mineral filler consists of finely divided mineral matter such as agricultural 4 lime, crusher fines, hydrated lime, cement, or fly ash. 5 b. Mineral filler is allowed unless otherwise shown on the Drawings. 6 c. Do not use more than 2 percent hydrated lime or cement, unless otherwise 7 shown on the Drawings. The Drawings may require or disallow specific 8 mineral fillers. When used, provide mineral filler that: 9 1) Is sufficiently dry, free -flowing, and free from clumps and foreign matter; 10 2) Does not exceed 3 percent linear shrinkage when tested in accordance with I I Tex- I07-E; and meets the gradation requirements in Table 4. 12 Table 4 13 Gradation Requirements for Mineral Filler percent Passing by Weight or Sieve Size Volume #8 100 f #200 55-100 14 15 3. Baghouse Fines 16 a. Fines collected by the bagbouse or other dust -collecting equipment may be 17 reintroduced into the mixing drum 18 4. Asphalt Binder 19 a. Furnish the type and grade of performance -graded (PG) asphalt binder specified 20 as follows: 21 1) Performance -Graded Binders (PG Binders) 22 a) Must be smooth and homogeneous 23 b) Show no separation when tested in accordance with Tex-540-C 24 c) Meet Table 5 requirements CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F-lprojectA03181041-19U-0 Wrk Prad52-3 SPECSTINALOivisiou 32\32 12 16—Asphalt Paviug.dw Property and Test Method Average 7-day max pavement design temperature, °C' Min pavement design temperature, °C' Flash point, T 48, Min, °C Viscosity, T 316:2, 3 Max, 3.0 Paxs, test temperature, °C Dynamic shear, T 315:1 G*/sin(d), Min, 1.00 kPa Test temperature @ 10 rad/sec., °C Elastic recovery, D 6084, 50°F, percent Min Mass loss, Tex-541-C, Max, percent Dynamic shear, T 315: G*/sin(d), Min, 2.20 kPa Test temperature @ 10 rad/sec., °C 32 12 16 - 10 ASPHALT PAVING Page 10 of 25 Table 5 Performance -Graded Binders Performance Grade PG 58 PG 64 PG 70 PG 76 Pia 82 -22 I -28 f -34 -16 I -22 1 -28 -34 -16 I -22 ! -28 I -34 -16 I -22 I -28 I -34 -16� -22 I -28 < 58 < 64 < 70 < 76 < 82 22 28 34 16 22 28 34 16 22 28 34 16 22 1 28 34 16 22 28 ORIGINAL BINDER 230 58 64 135 70 76 82 J — I 30 — I — ( 30 J 50 — 130 1 50 I 60 30 I 50 ! 60 I 70 50 I 60 I 70 ROLLING THIN-FILM OVEN (Tea-541-C) 1 58 64 70 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:1pr. 181047-19U-0 Wrk Rod12-3 SP&CSTINAUbivision 32132 12 16Aspbah Pavmg.d- 76 82 Property and 'Test Method PAV aging temperature, °C Dynamic shear, T 315: G*/sin.(d), Max, 5000 kPa Test temperature @ 10 rad/sec., °C Creep stiffness, T 313:5, 6 S, max, 300 MPa, m-value, min, 0.300 Test temperature (&,, 60 see., °C Direct tension, T 314:6 Failure strain, min, 1.0 percent Test temperature @ 1.0 mm/min,, °C Table 5 (continued) Performance -Graded Binders Performance Grade PG 58PG 64 PG 70 -22 I -28 1 -34 -16 1 -22 I -28 I -34 1 -16 I -22 I -28 I -34 PRESSURE AGING VESSEL (PAV) RESIDUE (R 28) 100 25 22 19 28 25 22 19 28 25 22 19 32 12 1 ASPHALT PAVING Page 11 of 25 PG 76 PG 82 -16 I -22 I -28 1 -34 1 -16 I -22 1 -28 28 25 22 19 28 25 22 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 -24 -6 -12 -18 1. Pavement temperatures are estimated from air temperatures using an algorithm contained in a Department -supplied computer program, may be provided by the Department, or by following the procedures outlined in AASHTO MP 2 and PP 28. 2. This requirement may be waived at the Department's discretion if the supplier warrants that the asphalt binder can be adequately pumped, mixed, and compacted at temperatures that meet all applicable safety, environmental, and constructability requirements. At test temperatures where the binder is a Newtonian fluid, any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316). 3. Viscosity at 135°C is an indicator of mixing and compaction temperatures that can be expected in the lab and field. High values may indicate high mixing and compaction temperatures. Additionally, significant variation can occur from batch to batch. Contractors should be aware that variation could significantly impact their mixing and compaction operations. Contractors are therefore responsible for addressing any constructability issues that may arise. 4. For quality control of unmodified asphalt binder production, measurement of the viscosity of the original asphalt binder may be substituted for dynamic shear measurements of G*lsin(d) attest temperatures where the asphalt is a Newtonian fluid. Any suitable standard means of viscosity measurement may be used, including capillary (T 201 or T 202) or rotational viscometry (T 316). 5, Silicone beam molds, as described in AASHTO TP 1-93, are acceptable for use. 6. If creep stiffness is below 300 MPa, direct tension test is not required. If creep stiffness is between 300 and 600 MPa, the direct tension failure strain requirement can be used instead ofthe creep stiffness requirement. The m-value requirement must be satisfied in both cases. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojcm\03181047-1912-0 Wrk Prod12-3 SPECSTI NAUDivision 32\32 12 16—Asphalt Paving.doc 32 12 16 - 12 ASPHALT PAVING Page 12 of 25 2 b. Separation testing is not required if- 3 1) A modifier is introduced separately at the mix plant either by injection in 4 the asphalt line or mixer, 5 2) The binder is blended on site in continuously agitated tanks, or binder 6 acceptance is based on field samples taken from an in -line sampling port at 7 the hot mix plant after the addition of modifiers. 8 5. Tack Coat 9 a. Unless otherwise shown on the Drawings or approved, furnish CSS-1H, SS-1H, 10 or a PG binder with a minimum high -temperature grade of PG 58 for tack coat 11 binder in accordance with Section 2.2.A.5. 12 6. Additives 13 a. General 14 1) When shown on the Drawings, use the type and rate of additive specified. 15 2) Other additives that facilitate mixing or improve the quality of the mixture 16 may be allowed when approved. 17 b. Liquid Antistripping Agent 18 1) Furnish and incorporate all required asphalt antistripping agents in asphalt 19 concrete paving mixtures and asphalt -stabilized base mixtures to meet 20 moisture resistance testing requirements. 21 2) Provide a liquid antistripping agent that is uniform and shows no evidence 22 of crystallization, settling, or separation. 23 3) Ensure that all liquid antistripping agents arrive in: 24 a) Properly labeled and unopened containers, as shipped from the 25 manufacturer, or 26 b) Sealed tank trucks with an invoice to show contents and quantities 27 c) Provide product information to the City including: 28 (1) Material safety data sheet 29 (2) Specific gravity of the agent at the manufacturer's recommended 30 addition temperature, 31 (3) Manufacturer's recommended dosage range, and 32 (4) Handling and storage instructions 33 4) Addition of lime or a liquid antistripping agent at the Mix Plant, 34 incorporate into the binder as follows: 35 a) Handle in accordance with the manufacturer's recommendations. 36 b) Add at the manufacturer's recommended addition temperature. 37 c) Add into the asphalt line by means of an in -line -metering device. 38 c. Liquid Asphalt Additive Meters 39 1) Provide a means to check the accuracy of meter output for asphalt primer, 40 fluxing material, and liquid additives. 41 2) Furnish a meter that reads in increments of 0.1 gal. or less. 42 3) Verify accuracy of the meter in accordance with Tex-923-K. 43 4) Ensure the accuracy of the meter within 5.0 percent. 44 7. Mixes 45 a. Design Requirements 46 1) Unless otherwise shown on the Drawings, use the typical weight design 47 example given in Tex-204-)~, Part 1, to design a mixture meeting the 48 requirements listed in Tables 2 through 8. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:\proje ts10318\097-19\2-0 Wrk Pmd12-3 SPECSTiNAVDiviswn 32\32 12 16_Asphalt Paving cim 1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 321216-13 ASPHALT PAVING Page 13 of 25 2) Furnish the City with representative samples of all materials used in the mixture design. 3) The City will verify the mixture design. 4) If the design cannot be verified by the City, furnish another mixture design. Table 6 Master Gradation Bands ( percent Passing by Weight or Volume) and Volumetric Properties B C D Sieve line Coarse Fine Size Base Surface Surface 1-1/2" — — — 1" 98.0-100.0 - - 3/4't 84.0-98.0 95.0--100.0 - 1/2" - - 98.0-100.0 3/8" 60.0-80.0 70.0-85.0 85.0-100.0 #4 40.0-60.0 43.0-63.0 50.0-70.0 #8 29.0-43.0 32.0-44.0 35.0-46.0 #30 13.0--28.0 14.0--28.0 15.0 29.0 #50 6.0-20.0 7.0-21.0 7.0-20.0 #200 2.0-7.0 2.0-7.0 2.0-7.0 Design VMAI, percent Minimum - 13.0 1 14.0 15.0 Plant -Produced VMA percent Minimum f - 12.0 13.0 14.0 1. Voids in Mineral Aggregates, Table 7 Laboratory Mixture Design Properties Test Property Method Requirement Target laboratory -molded density, percent I Tex-207-F 96.01 Tensile strength (dry), psi (molded to 93 Tex-226-17 85-2002 percent 11 percent density) Boil testa Tex-530-C - 1. Unless otherwise shown on the Drawings. 2. May exceed 200 psi when approved and may be waived when approved. 3. Used to establish baseline for comparison to production results. May be waived when approved. 8. Warm Mix Asphalt (WMA) a. WMA is defined as additives or processes that allow a reduction in the temperature at which asphalt mixtures are produced and placed. b. WMA is allowed for use at the Contractor's option unless otherwise shown on the Drawings. c. Produce an asphalt mixture within the temperature range of 215 degrees F and 275 degrees F. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 F-Aproje ts103165047-]9U-0 Wrk Prod4-3 SPECSTINALDivision 32�32 ]2 ]6 Asphalt Paving.doc Meadow bakes and 7enkin Heights Sanitary Sewer Improvements City Project No. 01829 32 12 16 - 14 ASPHALT PAVING Page 14 of 25 1 d. When WMA is not required by Drawings, produce an asphalt mixture within 3 the temperature range of 215 degrees F and 275 degrees F. 4 2..3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 31 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION 10 A. Hauling Operations 11 1. Before use, clean all truck beds to ensure mixture is not contaminated. 12 2. When a release agent is necessary to coat truck beds, use a release agent approved 13 by the City. 14 3. Petroleum based products, such as diesel fuel, should not be used. 15 4. If wind, rain, temperature or haul distance impacts cooling, insulate truck beds or 16 cover the truck bed with tarpaulin. 17 5. If haul time in project is to be greater than 30 minutes, insulate truck beds or cover 18 the truck bed with tarpaulin. 19 3.4 INSTALLATION 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Equipment 1. General a. Provide required or necessary equipment to produce, haul, place, compact, and core asphalt concrete pavement. b. Ensure weighing and measuring equipment complies with specification. c. Synchronize equipment to produce a mixture meeting the required proportions. 2. Production Equipment a. Provide: 1) Drum -mix type, weigh -batch, or modified weigh -batch mixing plants that ensure a uniform, continuous production 2) Automatic proportioning and measuring devices with interlock cut-off circuits that stop operations if the control system malfunctions 3) Visible readouts indicating the weight or volume of asphalt and aggregate proportions 4) Safe and accurate means to take required samples by inspection forces 5) Permanent means to check the output of metering devices and to perform calibration and weight checks 6) Additive -feed systems to ensure a uniform, continuous material flow in the desired proportion 3. Weighing and Measuring Equipment a. General CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lproje is103IM047-19�2-0 Wrk Pmd12-3 SPECS\FWALDivision 32132 12 16_Asphall Paving,d= 3212I6-15 ASPHALT PAVING Page 15 of 25 1 1) Provide weighing and measuring equipment for materials measured or 2 proportioned by weight or volume. 3 2) Provide certified scales, scale installations, and measuring equipment 4 meeting the requirements of NIST Handbook 44, except that the required 5 accuracy must be 0.4 percent of the material being weighed or measured. 6 3) Furnish leak -free weighing containers large enough to hold a complete 7 batch of the material being measured. 8 b. Truck Scales 9 1) Furnish platform truck scales capable of weighing the entire truck or truck- 10 trailer combination in a single draft. 11 c. Aggregate Batching Scales 12 1) Equip scales used for weighing aggregate with a quick adjustment at zero 13 that provides for any change in tare. 14 2) Provide a visual means that indicates the required weight for each 15 aggregate. 16 d. Suspended Hopper 17 1) Provide a means for the addition or the removal of small amounts of 18 material to adjust the quantity to the exact weight per batch. 19 2) Ensure the scale equipment is level. 20 e. Belt Scales 21 1) Use belt scales for proportioning aggregate that are accurate to within 1.0 22 percent based on the average of 3 test runs, where no individual test run 23 exceeds 2.0 percent when checked in accordance with Tex-920-K. 24 f. Asphalt Material Meter 25 1) Provide an asphalt material meter with an automatic digital display of the 26 volume or weight of asphalt material. 27 2) Verify the accuracy of the meter in accordance with Tex-921-K. 28 3) When using the asphalt meter for payment purposes, ensure the accuracy of 29 the meter is within 0.4 percent. 30 4) When used to measure component materials only and not for payment, 31 ensure the accuracy of the meter is within 1.0 percent. 32 g. Liquid Asphalt Additive Meters 33 1) Provide a means to check the accuracy of meter output for asphalt primer, 34 fluxing material, and liquid additives. 35 2) Furnish a meter that reads in increments of 0.1 gallon or less. 36 3) Verify accuracy of the meter in accordance with Tex-923-K. 37 4) Ensure the accuracy of the meter within 5.0 percent. 38 4. Drum -Mix Plants. Provide a mixing plant that complies with the requirements 39 below. 40 a. Aggregate Feed System 41 1) Provide: 42 a) A minimum of 1 cold aggregate bin for each stockpile of individual 43 materials used to produce the mix 44 b) Bins designed to prevent overflow of material 45 c) Scalping screens or other approved methods to remove any oversized 46 material, roots, or other objectionable materials 47 d) A feed system to ensure a uniform, continuous material flow in the 48 desired proportion to the dryer 49 e) An integrated means for moisture compensation CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised December 20, 2012 Hprojuts50318V7-1912-0 Wyk Prod12-3 SPECSTtNALWivision 32132 12 16_Asphalt Paving.doe 321216-16 ASPHALT PAVING Page 16 of 25 1 f) Belt scales, weigh box, or other approved devices to measure the 2 weight of the combined aggregate 3 g). Cold aggregate bin flow indicators that automatically signal interrupted 4 material flow 5 b. Reclaimed Asphalt Pavement (RAP) Feed System 6 1) Provide a separate system to weigh and feed RAP into the hot mix plant. 7 c. Mineral Filler Feed System 8 1) Provide a closed system for mineral filler that maintains a constant supply 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 with minimal loss of material through the exhaust system. 2) Interlock the measuring device into the automatic plant controls to automatically adjust the supply of mineral filler to plant production and provide a consistent percentage to the mixture. d. Heating, Drying, and Mixing Systems 1) Provide: a) A dryer or mixing system to agitate the aggregate during heating b) A heating system that controls the temperature during production to prevent aggregate and asphalt binder damage c) A heating system that completely burns fuel and leaves no residue d) A recording thermometer that continuously measures and records the mixture discharge temperature e) Dust collection system to collect excess dust escaping from the drum. e. Asphalt Binder Equipment 1) Supply equipment to heat binder to the required temperature. 2) Equip the heating apparatus with a continuously recording thermometer located at the highest temperature point. 3) Produce a 24 hour chart of the recorded temperature. 4) Place a device with automatic temperature compensation that accurately meters the binder in the line leading to the mixer. 5) Furnish a sampling port on the line between the storage tank and mixer. Supply an additional sampling port between any additive blending device and mixer. f. Mixture Storage and Discharge 1) Provide a surge -storage system to minimize interruptions during operations unless otherwise approved. 2) Furnish a gob hopper or other device to minimize segregation in the bin. 3) Provide an automated system that weighs the mixture upon discharge and produces a ticket showing: a) Date b) Project identification number c) Plant identification d) Mix identification e) Vehicle identification f) Total weight of the load g) Tare weight of the vehicle h) Weight of mixture in each load i) Load number or sequential ticket number for the day g. Truck Scales 1) Provide standard platform scales at an approved location. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F; p,ujwsN031=47-1912-0 Wrk Pro&2-3 SPEC5WINALDivision 32M 12 16_Asphalt Paving.dec f l 32I216-17 ASPHALT PAVING Page 17 of 25 1 5. Weigh -Batch Plants. Provide a mixing plant that complies with Section 2.2.B.4 2 "Drum -Mix Plants," except as required below: 3 a. Screening and Proportioning 4 1) Provide enough hot bins to separate the aggregate and to control 5 proportioning of the mixture type specified. 6 a) Supply bins that discard excessive and oversized material through 7 overflow chutes. 8 b) Provide safe access for inspectors to obtain samples from the hot bins. 9 b. Aggregate Weigh Box and Batching Scales 10 1) Provide a weigh box and hatching scales to hold and weigh a complete 11 batch of aggregate. 12 2) Provide an automatic proportioning system with low bin indicators that 13 automatically stop when material level in any bin is not sufficient to 14 complete the batch. 15 c. Asphalt Binder Measuring System 16 1) Provide bucket and scales of sufficient capacity to hold and weigh binder 17 for 1 batch. 18 d. Mixer 19 1) Equipment mixers with an adjustable automatic timer that controls the dry 20 and wet mixing period and locks the discharge doors for the required 21 mixing period 22 2) Furnish a pug mill with a mixing chamber large enough to prevent spillage. 23 6. Modified Weigh -Batch Plants. Provide a mixing plant that complies with Section 24 2.2.B.5. "Weigh -Batch Plants," except as specifically described below. 25 a. Aggregate Feeds 26 1) Aggregate control is required at the cold feeds. Hot bin screens are not 27 required. 28 b. Surge Bins 29 1) Provide 1 or more bins large enough to produce 1 complete batch of 30 mixture. 31 c. JJauling Equipment 32 1) Provide trucks with enclosed sides to prevent asphalt mixture loss. 33 2) Cover each load of mixture with waterproof tarpaulins. 34 3) Before use, clean all truck beds to ensure the mixture is not contaminated. 35 4) When necessary, coat the inside truck beds with an approved release agent 36 from the City. 37 d. Placement and Compaction Equipment 38 1) Provide equipment that does not damage underlying pavement. 39 2) Comply with laws and regulations concerning overweight vehicles. 40 3) When permitted, other equipment that will consistently produce satisfactory 41 results may be used. 42 7. Asphalt Paver 43 a. General 44 1) Furnish a paver that will produce a finished surface that meets longitudinal 45 and transverse profile, typical section, and placement requirements. 46 2) Ensure the paver does not support the weight of any portion of hauling 47 equipment other than the connection. 48 3) Provide loading equipment that does not transmit vibrations or other 49 motions to the paver that adversely affect the finished pavement quality. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Faprojects103185047-1452-0 WrkProdV-3 SPECSTINALWivision 32132 1216—AsphallPaving.doc 321216-18 ASPHALT PAVING Page 18 of 25 1 4) Equip the paver with an automatic, dual, longitudinal -grade control system 2 and an automatic, transverse -grade control system. 3 b. Tractor Unit 4 1) Supply a tractor unit that can push or propel vehicles, dumping directly into 5 the finishing machine to obtain the desired lines and grades to eliminate any 6 hand finishing. 7 2) Equip the unit with a hitch sufficient to maintain contact between the 8 hauling equipment's rear wheels and the finishing machine's pusher rollers 9 while mixture is unloaded. 10 c. Screcd I 1) Provide a heated compacting screed that will produce a finished surface 12 that meets longitudinal and transverse profile, typical section, and 13 placement requirements. 14 2) Screed extensions must provide the same compacting action and heating as 15 the main unit unless otherwise approved. 16 d. Grade Reference 17 1) Provide a grade reference with enough support that the maximum 18 deflection does not exceed 1/16 inch between supports. 19 2) Ensure that the longitudinal controls can operate from any longitudinal 20 grade reference including a string line, ski, mobile string line, or matching 21 shoes. 22 3) Furnish paver skis or mobile string line at least 40 feet long unless 23 otherwise approved. 24 8. Material Transfer Devices 25 a. Provide the specified type of device when shown on the Drawings. 26 b. Ensure the devices provide a continuous, uniform mixture flow to the asphalt 27 paver. 28 c. When used, provide windrow pick-up equipment constructed to pick up 29 substantially all roadway mixture placed in the windrow. 30 9. Remixing Equipment 31 a. When required, provide equipment that includes a pug mill, variable pitch 32 augers, or variable diameter augers operating under a storage unit with a 33 minimum capacity of 8 tons. 34 10. Motor Grader 35 a. When allowed, provide a self-propelled grader with a blade length of at least 12 36 feet and a wheelbase of at least 16 feet. 37 11. Handheld Infrared Thermometer 38 a. Provide a handheld infrared thermometer meeting the requirements of 39 Tex-244-F. 40 12. Rollers . 41 a. The Contractor may use any type of roller to meet the production rates and 42 quality requirements of the Contract unless otherwise shown on the Drawings 43 or directed. 44 b. When specific types of equipment are required, use equipment that meets the 45 specified requirements. 46 c. Alternate Equipment 47 1) Instead of the specified equipment, the Contractor may, as approved, 48 operate other compaction equipment that produces equivalent results. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lpm}ects103181047-1912-0 Wrk Prod12-3 SPLCSW2NALOivision 32132 l2 16_Asphak Paving.doc I 321216-19 ASPHALT PAVING Page 19 of 25 1 2) Discontinue the use of the alternate equipment and furnish the specified 2 equipment if the desired results are not achieved. 3 d. City may require Contractor to substitute equipment if production rate and 4 quality requirements of the Contract are not met. 5 13. Straightedges and Templates. Furnish 10 foot straightedges and other templates as 6 required or approved. 7 14. Distributor vehicles 8 a. Furnish vehicle that can achieve a uniform tack coat placement. 9 b. The nozzle patterns, spray bar height and distribution pressure must work 10 together to produce uniform application. 11 c. The vehicle should be set to provide a "double lap" or "triple lap" coverage. 12 d. Nozzle spray patterns should be identical to one another along the distributor 13 spray bar. 14 e. Spray bar height should remain constant. 15 £ Pressure within the distributor must be capable of forcing the tack coat material 16 out of spray nozzles at a constant rate. 17 15. Coring Equipment 18 a. When coring is required, provide equipment suitable to obtain a pavement 19 specimen meeting the dimensions for testing. 20 B. Construction 21 1. Design, produce, store, transport, place, and compact the specified paving mixture 22 in accordance with the requirements of this Section. 23 2. Unless otherwise shown on the Drawings, provide the mix design. 24 3. The City will perform quality assurance (QA) testing. 25 4. Provide quality control (QC) testing as needed to meet the requirements of this 26 Section. 27 C. Production Operations 28 1. General 29 a. The City may suspend production for noncompliance with this Section. 30 b. Take corrective action and obtain approval to proceed after any production 31 suspension for noncompliance. 32 2. Operational Tolerances 33 a. Stop production if testing indicates tolerances are exceeded on any of the 34 following: 35 1) 3 consecutive tests on any individual sieve 36 2) 4 consecutive tests on any of the sieves 37 3) 2 consecutive tests on asphalt content 38 b. Begin production only when test results or other information indicate, to the 39 satisfaction of the City, that the next mixture produced will be within Table 9 40 tolerances. 41 3. Storage and Heating of Materials 42 a. Do not heat the asphalt binder above the temperatures specified in Section 43 2.2.A. or outside the manufacturer's recommended values. 44 b. On a daily basis, provide the City with the records of asphalt binder and hot- 45 mix asphalt discharge temperatures in accordance with Table 10. CITY OF FORT WORTH Meadow Lakes and .ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised Deceinber 20, 2012 P-Apmjmts103181047-1912-0 Wrk Prods2-3 SPECSIFINAL1Division 32132 12 16_Asphalt Paviug.doc 32 12 16 - 20 ASPHALT PAVING Page 20 of 25 1 c. Unless otherwise approved, do not store mixture for a period long enough to 2 affect the quality of the mixture, nor in any case longer than 12 hours. 3 4. Mixing and Discharge of Materials 4 a. Notify the City of the target discharge temperature and produce the mixture 5 within 25 degrees F of the target. 6 b. Monitor the temperature of the material in the track before shipping to ensure 7 that it does not exceed 350 degrees F. The City will not pay for or allow 8 placement of any mixture produced at more than 350 degrees F. 9 c. Control the mixing time and temperature so that substantially all moisture is 10 removed from the mixture before discharging from the plant. 11 D. Placement Operations 12 1. Place the mixture to meet the typical section requirements and produce a smooth, 13 finished surface or base course with a uniform appearance and texture. 14 2. Offset longitudinal joints of successive courses of hot mix by at least 6 inches. 15 3. Place mixture so longitudinal joints on the surface course coincide with lane lines, 16 or as directed. Ensure that all finished surfaces will drain properly. 17 4. When End Dump Tracks are used, ensure the bed does not contact the paver when 18 raised. 19 5. Placement can be performed by hand in situations where the paver cannot place it 20 adequately due to space restrictions. 21 6. Hand -placing should be minimized to prevent aggregate segregation and surface 22 texture issues. 23 7. All hand placement shall be checked with a straightedge or template before rolling 24 to ensure uniformity. 25 8. Place mixture within the compacted lift thickness shown in Table 9, unless 26 otherwise shown on the Drawings or otherwise directed. 27 Table 9 28 Compacted Lift Thickness and Required Core Height Compacted Lift Thickness Mixture Type Minimum Maximum (in.) (in.) B 2.00 3.00 C 2.00 2.50 D 1.50 2.00 29 30 9. Tack Coat 31 a. Clean the surface before placing the tack coat. Unless otherwise approved, 32 apply tack coat uniformly at the rate directed by the City. 33 b. The City will set the rate between 0.04 and 0.10 gallons of residual asphalt per 34 square yard of surface area. 35 c. Apply a thin, uniform tack coat to all contact surfaces of curbs, structures, and 36 all joints. 37 d. Prevent splattering of tack coat when placed adjacent to curb, gutter, metal 38 beam guard fence and structures. 39 e. Roll the tack coat with a pneumatic -tire roller when directed. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lpr0j=s10318%047-1912-0 Wrk ProM-3 SPECSIF7MALWivision 32\32 12 16_Asphait Paving.doc 32 12 16 - 21 ASPHALT PAVING Page 21 of 25 1 f. The City may use Tex-243-F to verify that the tack coat has adequate adhesive 2 properties. 3 g. The City may suspend paving operations until there is adequate adhesion. 4 h. The tack coat should be placed with enough time to break or set before 5 applying hot mix asphalt layers. 6 i. Traffic should not be allowed on tack coats. 7 j. When a tacked road surface must be opened to traffic, they should be covered 8 with sand to provide friction and prevent pick-up. 9 k. A typical rate for applying a sand cover is 4 to 8 lbs/square yard. 10 10. General placement requirements 11 a. Material should be delivered to maintain a relatively constant head of material 12 in front of the screed. 13 b. The hopper should never be allowed to empty during paving. 14 c. Dumping wings between trucks not allowed. Dispose of at end of days 15 production. 16 E. Lay -Down Operation 17 1. Minimum Mixture Placement Temperatures. Use Table 10 for minimum mixture 18 placement temperatures. 19 2. Windrow Operations. When hot mix is placed in windrows, operate windrow 20 pickup equipment so that substantially all the mixture deposited on the roadbed is 21 picked up and loaded into the paver. 22 Table 10 23 Suggested Minimum Mixture Placement Temperature High -Temperature Minimum PIacement Binder Grade Temperature (Before Entering Paver) PG 64 or lower 260OF PG 70 270OF PG 76 280OF PG 82 or higher 290OF 24 F. Compaction 25 1. Use air void control unless ordinary compaction control is specified on the 26 Drawings. 27 2. Avoid displacement of the mixture. If displacement occurs, correct to the 28 satisfaction of the City. 29 3. Ensure pavement is fully compacted before allowing rollers to stand on the 30 pavement. 31 4. Unless otherwise directed, use only water or an approved release agent on rollers, 32 tamps, and other compaction equipment. 33 5. Keep diesel, gasoline, oil, grease, and other foreign matter off the mixture. 34 6. Unless otherwise directed, operate vibratory rollers in static mode when not 35 compacting, when changing directions, or when the plan depth of the pavement mat 36. is less than 1-1/2 inches. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Iprojects103181047-1912-0 Wrk Prodl2-3 SPECSONALOivision 32M l2 1G Asphalt P"ing.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 32 12 16 - 22 ASPHALT PAVING Page 22 of 25 7. Use tamps to thoroughly compact the edges of the pavement along curbs, headers, and similar structures and in locations that will not allow thorough compaction with the rollers. 8. The City may require rolling with a trench roller on widened areas, in trenches, and in other limited areas. 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to traffic unless otherwise directed. 10. When directed, sprinkle the finished mat with water or limewater to expedite opening the roadway to traffic. 11. Air Void Control a. General 1) Compact dense -graded hot -mix asphalt to contain from 5 percent to 9 percent in -place air voids. 2) Do not increase the asphalt content of the mixture to reduce pavement air voids. b. Rollers 1) Furnish the type, size, and number of rollers required for compaction, as approved. 2) Use a pneumatic -tire roller to seal the surface, unless otherwise shown on the Drawings. 3) Use additional rollers as required to remove any roller marks. c. Air Void Determination 1) Unless otherwise shown on the Drawings, obtain 2 roadway specimens at each location selected by the City for in -place air void determination. 2) The City will measure air voids in accordance with Tex-207-F and Tex-227-F. 3) Before drying to a constant weight, cores may be predried using a Corelok or similar vacuum device to remove excess moisture. 4) The City will use the average air void content of the 2 cores to calculate the in -place air voids at the selected location. d. Air Voids Out of Range 1) If the in -place air void content in the compacted mixture is below 5 percent or greater than 9 percent, change the production and placement operations to bring the in -place air void content within requirements. e. Test Section 1) Construct a test section of 1 lane -width and at most 0.2 miles in length to demonstrate that compaction to between 5 percent and 9 percent in -place air voids can be obtained. 2) Continue this procedure until a test section with 5 percent to 9 percent in - place air voids can be produced. 3) The City will allow only 2 test sections per day. 4) When a test section producing satisfactory in -place air void content is placed, resume full production. 12. Ordinary Compaction Control a. Furnish the type, size, and number of rollers required for compaction, as approved. Furnish at least 1 medium pneumatic -tire roller (minimum 12-ton weight). CITY OF PORT WORTH Meadow Lakes and ]enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojmts103IM47-1912-0 Wrk P,od12-3 SPLCSTINAUDivision32132 12 16_AsphaltPaving.doc I 32 12 16 - 23 ASPHALT PAVING Page 23 of 25 1 b. Use the control strip method given in Tex-207-F, Part IV, to establish rolling 2 patterns that achieve maximum compaction. 3 c. Follow the selected rolling pattern unless changes that affect compaction occur 4 in the mixture or placement conditions. 5 d. When such changes occur, establish a new rolling pattern. 6 e. Compact the pavement to meet the requirements of the Drawings and 7 specifications. 8 f. When rolling with the 3-wheel, tandem or vibratory rollers, start by first rolling 9 the joint with the adjacent pavement and then continue by rolling longitudinally 10 at the sides. 11 g. Proceed toward the center of the pavement, overlapping on successive trips by 12 at least 1 ft., unless otherwise directed. 13 h. Make alternate trips of the roller slightly different in length. 14 i. On superelevated curves, begin rolling at the low side and progress toward the 15 high side unless otherwise directed. 16 G. Irregularities 17 1. Identify and correct irregularities including, but not limited to segregation, rutting, 18 raveling, flushing, fat spots, mat slippage, irregular color, irregular texture, roller 19 marks, tears, gouges, streaks, uncoated aggregate particles, or broken aggregate 20 particles. 21 2. The City may also identify irregularities, and in such cases, the City shall promptly 22 notify the Contractor. 23 3. If the City determines that the irregularity will adversely affect pavement 24 performance, the City may require the Contractor to remove and replace (at the 25 Contractor's expense) areas of the pavement that contain the irregularities and areas 26 where the mixture does not bond to the existing pavement. 27 4. If irregularities are detected, the City may require the Contractor to immediately 28 suspend operations or may allow the Contractor to continue operations for no more 29 than 1 day while the Contractor is taking appropriate corrective action. 30 5. The City may suspend production or placement operations until the problem is 31 corrected. 32 6. At the expense of the Contractor and to the satisfaction of the City, remove and 33 replace any mixture that does not bond to the existing pavement or that has other 34 surface irregularities identified above. 35 3.5 REPAIR 36 A. See Section 32 01 17. 37 3.6 QUALITY CONTROL 38 A. Production Testing 39 1. Perform production tests to verify asphalt paving meets the performance standard 40 required in the Drawings and specifications. 41 2. City to measure density of asphalt paving with nuclear gauge. 42 3. City to core asphalt paving from the normal thickness of section once acceptable 43 density achieved. City identifies location of cores. 44 a. Minimum core diameter: 4 inches CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Iproje ts103181047-1952-0 Wrk Prod12-3 SPECSWINALOivision 32132 12 16_Asphalt Paving.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 3212 16 - 24 ASPHALT PAVING Page 24 of 25 b. Minimum spacing: 200 feet c. Minimum of 1 core every block d. Alternate lanes between core 4. City to use cores to determine pavement thickness and calculate theoretical density. a. City to perform theoretical density test a minimum of 1 per day per street. B. Density Test 1. The average measured density of asphalt paving must meet specified density. 2. Average of measurements per street not meeting the minimum specified strength shall be subject to the money penalties or removal and replacement at the Contractor's expense as show in Table 11. Table 11 Density Payment Schedule Percent Rice Percent of Contract Price Allowed 89 and lower remove and replace at the entire cost and expense of Contractor as directed by City. 90 75-percent 91-93 100-percent 94 90-percent 95 75-percent Over 95 remove and replace at the entire cost and expense of Contractor as directed by City. 3. The amount of penalty shall be deducted from payment due to Contractor. 4. These requirements are in addition to the requirements of Article 1.2. C. Pavement Thickness Test 1. City measure each core thickness by averaging at least 3 measurements. 2. The number of tests and location shall be at the discretion of the City, unless otherwise specified in the special provisions or on the Drawings. 3. In the event a deficiency in the thickness of pavement is revealed during production testing, subsequent tests necessary to isolate the deficiency shall be at the Contractor's expense. 4. The cost for additional coring test shall be at the same rate charged by commercial laboratories. 5. Where the average thickness of pavement in the area found to be deficient, payment shall be made at an adjusted price as specified in Table 12. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 F,1Pmjects103181047-1912-0 Wrk I'rod12-3 SPl;C51FfNALIDivision 32132 12 16_Asphalt Paving.doc Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements City Project No. 01829 it 32 12 16 - 25 ASPHALT PAVING Page 25 of 25 1 Table 12 2 Thickness Deficiency Penalties Deficiency in Thickness Proportional Part Determined by Cores Of Contract Price Greater Than 0 percent - Not More than 10 percent 90 percent Greater Than 10 percent - Not More than 15 percent 80 percent remove and replace at Greater Than 15 percent the entire cost and expense of Contractor as directed by City. 3 4 6. If, in the judgment of the City, the area of such deficiency warrants removal, the 5 area shall be removed and replaced, at the Contractor's entire expense, with asphalt 6 paving of the thickness shown on the Drawings. 7 7. No additional payment over the contract unit price shall be made for any pavement 8 of a thickness exceeding that required by the Drawings. 9 3.7 FIELD QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 39 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION [NOT USED] 15 313 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 Revision Tog DATE NAME SUMMARY OF CHANGE 19 12/20/2012 D. Johnson 1.2.A — Modified items to be included in price bid CITY OF PORT WORTH STANDARD CONSTRICTION SPECIFICATION DOCUMENTS Revised December 20, 2012 F:Spr4)jmLs503181047-M2-0 WrkPmd12-3 SPECSTINAL\Division 32\32 12 16_Aspha1tPaving.doc Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements City Project No. 01829 321320-1 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 1 of 6 1 SECTION 32 13 20 2 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Concrete sidewalks 7 2. Driveways 8 3. Barrier free ramps 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 13 2. Division 1 - General Requirements 14 3, Section 02 41 13 - Selective Site Demolition 15 4. Section 32 13 13 - Concrete Paving 16 5. Section 32 13 73 - Concrete Paving Joint Sealants 17 1.2 PRICE AND PAYMENT PROCEDURES 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Measurement and Payment 1. Concrete Sidewalk a. Measurement I) Measurement for this Item shall be by the square foot of completed and accepted Concrete Sidewalk in its final position for various: a) Thicknesses b) Types b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per square foot of Concrete Sidewalk. c. The price bid shall include: 1) Excavating and preparing the subgrade 2) Furnishing and placing all materials 2. Concrete Driveway a. Measurement 1) Measurement for this Item shall be by the square foot of completed and accepted Concrete Driveway in its final position for various: a) Thicknesses b) Types 2) Dimensions will be taken from the back of the projected curb, including the area of the curb radii and will extend to the limits specified in the Drawings. 3) Sidewalk portion of drive will be included in driveway measurement. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised April 30, 2013 F:%pr0jec1s103I SW47-19V-0 Wrk Prod12-3 SPECSWINAUDivision 32\32 13 20_Concrete Sidewalks Driveways and Barrier Free Ramps.doc 32 13 20 - 2 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 2 of 6 1 4) Curb on drive will be included in the driveway measurement. 2 b. Payment 3 1) The work performed and materials furnished in accordance with this Item 4 and measured as provided under "Measurement" will be paid for at the unit 5 price bid per square foot of Concrete Driveway. 6 c. The price bid shall include: 7 1) Excavating and preparing the subgrade 8 2) Furnishing and placing all materials 9 3. Barrier Free Ramps 10 a. Measurement 11 1) Measurement for this Item shall be per each Barrier Free Ramp completed 12 and accepted for various: 13 a) Types 14 b. Payment 15 1) The work performed and materials furnished in accordance with this Item 16 and measured as provided under "Measurement" will be paid for at the unit 17 price bid per each "Barrier Free Ramp" installed. 18 c. The price bid shall include: 19 1) Excavating and preparing the subgrade 20 2) Furnishing and placing all materials 21 3) Curb Ramp 22 4) Landing and detectable warning surface as shown on the Drawings 23 5) Adjacent flares or side curb 24 1.3 REFERENCES 25 A. Abbreviations and Acronyms 26 1. TAS — Texas Accessibility Standards 27 2. TDLR — Texas Department of Licensing and Regulation 28 B. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. American Society for Testing and Materials (ASTM) 33 a. D545, Test Methods for Preformed Expansion Joint Fillers for Concrete 34 Construction (Non -extruding and Resilient Types) 35 b. D698, Test Methods for Laboratory Compaction Characteristics of Soil Using 36 Standard Effort (12,400 ft-lbf/ft3) 37 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 38 1.5 SUBMITTALS [NOT USED] 39 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 40 A. Mix Design: submit for approval. Section 32 13 13. 41 B. Product Data: submit product data and sample for pre -cast detectable warning for 42 barrier free ramp. 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised April 30, 2013 r:lprojects103181047-1912-0 Wrk Prod12-3 SPECSIFINALWivision 32W 13 20_Concrele Sidewalks Driveways and Barrier Free Raarps.doc i l 321320-3 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 3 of 6 1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE [NOT USED] 3 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 4 1.11 FIELD CONDITIONS 5 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13. 6 1.12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS 8 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 9 2.2 EQUIPMENT AND MATERIALS 10 A. Forms. wood or metal straight, free from warp and of a depth equal to the thickness of 11 the finished work. 12 B. Concrete: see Section 32 13 13. 13 1. Unless otherwise shown on the Drawings or detailed specifications, the standard 14 class for concrete sidewalks, driveways and barrier free ramps is shown in the 15 following table: 16 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive Water/ Aggregate Lb./CY Strength Cementitious Maximum psi Ratio Size, inch A 470 3000 0.58 1-1/2 17 C. Reinforcement: see Section 32 13 13. 18 1. Sidewalk, driveway and barrier free ramp reinforcing steel shall be #3 deformed 19 bars at 18 inches on -center -both -ways at the center plane of all slabs, unless 20 otherwise shown on the Drawings or detailed specifications. 21 D. Joint Filler 22 1. Wood Filler: see Section 32 13 13. 23 2, Pre -Molded Asphalt Board Filler 24 a. Use only in areas where not practical for wood boards. 25 b. Pre -molded asphalt board filler: ASTM D545. 26 c. Install the required size and uniform thickness and as specified in Drawings. 27 d. Include 2 liners of 0.016 asphalt impregnated kraft paper filled with a mastic 28 mixture of asphalt and vegetable fiber and/or mineral filler. 29 E. Expansion Joint Sealant: see Section 32 13 73 where shown on the Drawings. 30 2.3 ACCESSORIES [NOT USED] 31 2.4 SOURCE QUALITY CONTROL [NOT USED] 32 PART 3 - EXECUTION CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised April 30, 2013 FAlprojectsN031 M047-1912-0 Wrk Prod12-3 SPECSTMAL1Division 32M 13 20—Concrete Sidewalks Driveways and Hamer Pre Ramps.doc 1 3.1 INSTALLERS [NOT USED] 2 3.2 EXAMINATION [NOT USED] 3 3.3 PREPARATION 4 5 6 7 8 9 10 11 12 13 14 15 32 13 20 - 4 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 4 of 6 A. Surface Preparation 1. Excavation: Excavation required for the construction of sidewalks, driveways and barrier free ramps shall be to the lines and grades as shown on the Drawings or as established by the City. 2. Fine Grading a. The Contractor shall do all necessary filling, leveling and fine grading required to bring the subgrade to the exact grades specified and compacted to at least 90 percent of maximum density as determined by ASTM D698. b. Moisture content shall be within minus 2 to plus 4 of optimum. c. Any over -excavation shall be repaired to the satisfaction of the City. B. Demolition / Removal 1. Sidewalk, Driveway and/ or Barrier Free Ramp Removal: see Section 02 41 13. 16 3.4 INSTALLATION 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 H1 A. General 1. Concrete sidewalks shall have a minimum thickness of 4 inches. 2. Sidewalks constructed in driveway approach sections shall have a minimum thickness equal to that of driveway approach or as called for by Drawings and specifications within the limits of the driveway approach. 3. Driveways shall have a minimum thickness of 6 inches. Standard cross -slopes for walks shall be 2 percent max in accordance with current TAS/TDLR guidelines. The construction of the driveway approach shall include the variable height radius curb in accordance with the Drawings. 4. All pedestrian facilities shall comply with provisions of TAS including location, slope, width, shapes, texture and coloring. Pedestrian facilities installed by the Contractor and not meeting TAS must be removed and replaced to meet TAS (no separate pay). B. Forms: Forms shall be securely staked to line and grade and maintained in a true position during the depositing of concrete. C. Reinforcement: see Section 32 13 13, D. Concrete Placement: see Section 32 13 13. E. Finishing 1. Concrete sidewalks, driveways and barrier free ramps shall be finished to a true, even surface. 2. Trowel and then brush transversely to obtain a smooth uniform brush finish. 3. Provide exposed aggregate finish if specified. 4. Edge joints and sides shall with suitable tools. F. Joints CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised April 30, 2013 P3pmjcets1031=47-19Q-0 Wrk Pmd12-3 SPEMFINAL1Divisim 32W l3 20_Conade Sidewalks Driveways and Barrier Free k mps.doc N 321320-5 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 5 of 6 1 1. Expansion joints for sidewalks, driveways and barrier free ramps shall be formed 2 using redwood. 3 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50 4 foot intervals for 5 foot wide and greater sidewalk. 5 3. Expansion joints shall also be placed at all intersections, sidewalks with concrete 6 driveways, curbs, formations, other sidewalks and other adjacent old concrete work. 7 Similar material shall be placed around all obstructions protruding into or through 8 sidewalks or driveways. 9 4. All expansion joints shall be 1/2 inch in thickness. 10 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall 1 I be finished to approximately a 1/2 inch radius with a suitable finishing tool. 12 6. Sidewalks shall be marked at intervals equal to the width of the walk with a 13 marking tool. 14 7. When sidewalk is against the curb, expansion joints shall match those in the curb. 15 G. Barrier Free Ramp 16 1. burnish and install brick red color pre -cast detectable warning Dome -Tile, 17 manufactured by StrongGo Industries or approved equal by the City. 18 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction 19 of pedestrian travel, and extend to a minimum of 48-incb along the curb ramp or 20 landing where the pedestrian access route enters the street. 21 3. Locate detectable warning surface so that the edge nearest the curb line is a 22 minimum of 6-inch and maximum of 8-inch from the extension of the face of the 23 curb. 24 4. Detectable warning Dome -Tile surface may be curved along the corder radius. 25 5. Install detectable warning surface according to manufacturer's instructions. 26 3.5 REPAIR/RESTORATION [NOT USED] 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 FIELD QUALITY CONTROL [NOT USED] 29 3.8 SYSTEM STARTUP [NOT USED] 30 39 ADJUSTING [NOT USED] 31 3.10 CLEANING [NOT USED] 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 312 PROTECTION [NOT USED] 34 3,13 MAINTENANCE [NOT USED] 35 314 ATTACHMENTS [NOT USED] 36 END OF SECTION 37 CITY OF FORT WORTH Meadow Lakes and Jenkin heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised April 30, 2013 FAlproj"N03181047-19V-0 Wrk ProdU-3 SPEC5IPINALINvision 32132 13 20_Concrele Sidewalks Driveways and Barrier Free Ramps.doc 2 321320-6 CONCRETE SIDEWALKS, DRIVEWAYS AND BARRIER FREE RAMPS Page 6 of 6 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A.3 — Measurement and Payment for Barrier Free Ramps modified to match updated City Details 4/30/2013 F. Griffin Corrected Part 1, 1.2, A, 3, b, 1 to read; from ... square foot of Concrete Sidewalk. J to ...each `Barrier Free Ramp" installed. CITY OF FORT WORTH Meadow bakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised April 30, 2013 F:Vpwjmts10318%47-19V2-0 Wrk Prod12-3 SPECS\FINAL\Division 32132 13 20_ConcMe SidewaL� Driveways and Barrier Free Ra ps.doc i f 321613-1 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 1 of 6 1 SECTION 32 16 13 2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Concrete Curbs and Gutters 8 2. Concrete Valley Gutters 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 13 2. Division 1 - General Requirements 14 3. Section 02 41 13 - Selective Site Demolition 15 4. Section 32 13 13 - Concrete Paving 16 5. Section 32 13 73 - Concrete Paving Joint Sealants 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Concrete Curb and Gutter 20 a. Measurement 21 1) Measurement for this Item shall be by the linear foot of Concrete Curb and 22 Gutter. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under "Measurement" will be paid for at the unit 26 price bid per linear foot of Concrete Curb and Gutter complete and in place 27 by curb height. 28 c. The price bid shall include: 29 1) Preparing the subgrade 30 2) Furnishing and placing all materials, including foundation course, 31 reinforcing steel, and expansion material 32 2. Concrete Valley Gutter 33 a. Measurement 34 1) Measurement for this Item shall be by the square yard of Concrete Valley 35 Gutter. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under "Measurement" will be paid for at the unit 39 price bid per square yard of Concrete Valley Gutter complete and in place 40 for: CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised October 05, 2016 P:lprojec1s503181047-1912-0 Wrk ProdU-3 SPECST-1NA1ADMsion 32132 16 13_Curb Out and Valley Gut.doc 32 16 13 - 2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 2 of 6 1 a) Various street types 2 c. The price bid shall include: 3 1) Preparing the subgradc 4 2) Furnishing and placing all materials, including foundation course, 5 reinforcing steel, and expansion material 6 1.3 REFERENCES [NOT USED] 7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 8 1.5 ACTION SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD CONDITIONS 15 A. Weather Conditions: See Section 32 13 13. 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER FURNISHED PRODUCTS [NOT USED] 19 2.2 EQUIPMENT AND MATERIALS 20 A. Forms: See Section 32 13 13. 21 B. Concrete: 22 1. Unless otherwise shown on the Drawings or detailed specifications, the standard 23 class for concrete curb, gutter, and curb & gutter is shown in the following table: 24 25 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete Cementitious, Compressive Water/ Aggregate Lb./CY Strength Cementitious Maximum psi Ratio Size, inch A 470 3000 0.58 1-1/2 26 C. Reinforcement: See Section 32 13 13. 27 D. Joint Filler 28 1. Wood Filler: see Section 32 13 13. 29 - 2. Pre -Molded Asphalt Board Filler CITY OF PORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised October 05, 2016 i':lprojects103181047-1912-0 Wrk Prod12-3 SPECSIPIIJAL\Nvision 32132 16 13_Curb Gut and Valley Gut.doc 0 32 16 13-3 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 3 of 6 1 a. Use only in areas where not practical for wood boards 2 b. Pre -molded asphalt board filler: ASTM D545 3 c. Install the required size and uniform thickness and as specified in the Drawings. 4 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic 5 mixture of asphalt and vegetable fiber and/or mineral filler. 6 E. Expansion Joint Sealant: See Section 32 13 73. 7 2.3 ACCESSORIES [NOT USED] 8 2.4 SOURCE QUALITY CONTROL [NOT USED] 9 PART 3 - EXECUTION 10 3.1 INSTALLERS [NOT USED] 11 3.2 EXAMINATION [NOT USED] 12 3.3 PREPARATION 13 A. Demolition / Removal: See Section 02 41 13. 14 3.4 INSTALLATION 15 A. Forms 16 1. Extend forms the full depth of concrete. 17 2. Wood forms: minimum of 1-1/2 inches in thickness 18 3. Metal Forms: a gauge that shall provide equivalent rigidity and strength 19 4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet. 20 5. All forms showing a deviation of 1/8 inch in 10 feet from a straight line shall be 21 rejected. 22 B. Reinforcing Steel 23 1. Place all necessary reinforcement for City approval prior to depositing concrete. 24 2. All steel must be free from paint and oil and all loose scale, rust, dirt and other 25 foreign substances. 26 3. Remove foreign substances from steel before placing. 27 4. Wire all bars at their intersections and at all laps or splices. 28 5. Lap all bar splices a minimum of 20 diameters of the bar Or 12 inches, whichever is 29 greater. 30 C. Concrete Placement 31 1. Deposit concrete to maintain a horizontal surface. 32 2. Work concrete into all spaces and around any reinforcement to form a dense mass 33 free from voids. 34 3. i Work coarse aggregate away from contact with the forms 35 4. Hand -Laid Concrete — Curb and gutter 36 a. Shape and compact subgrade to the lines, grades and cross section shown on the 37 Drawings. CITY OF FORT WORTH Meadow Lakes and Jenkin Ileights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised October 05, 2016 F:lprojmis503181047-19U-0 Wrk Prod12-3 SPECSIPEVAL1Division 32132 16 13_Curb Gut and Valley Gei.doc 321613-4 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 4 of 6 1 b. Lightly sprinkle subgrade material immediately before concrete placement. 2 c. Deposit concrete into forms. 3 d. Strike off with a template 1/4 to 3/8 inch less than the dimensions of the 4 finished curb, unless otherwise approved. 5 5. Machine -Laid Concrete — Curb and Gutter 6 a. Hand -tamp and sprinkle subgrade material before concrete placement. 7 b. Provide clean surfaces for concrete placement. 8 c. Place the concrete with approved self-propelled equipment. 9 1) The forming tube of the extrusion machine or the form of the slipform 10 machine must easily be adjustable vertically during the forward motion of 11 the machine to provide variable heights necessary to conform to the 12 established gradeline. 13 d. Attach a pointer or gauge to the machine so that a continual comparison can be 14 made between the extruded or slipform work and the grade guideline. 15 e. Brush finish surfaces immediately after extrusion or slipforming. 16 6. Hand -Laid Concrete — Concrete Valley Gutter: See Section 32 t3 13. 17 7. Expansion joints 18 a. Place expansion joints in the curb and gutter at 200-foot intervals and at 19 intersection returns and other rigid structures. 20 b. Place tooled joints at 1546ot intervals or matching abutting sidewalk joints and 21 pavement joints to a depth of 1-1/2 inches. 22 c. Place expansion joints at all intersections with concrete driveways, curbs, 23 buildings and other curb and gutters. 24 d. Make expansion joints no less than 1/2 inch in thickness, extending the full 25 depth of the concrete. 26 e. Make expansion joints perpendicular and at right angles to the face of the curb. 27 f. Neatly trim any expansion material extending above the finished to the surface 28 of the finished work. 29 g. Make expansion joints in the curb and gutter coincide with the concrete 30 expansion joints. 31 h. Longitudinal dowels across the expansion joints in the curb and gutter are 32 required. 33 i. Install 3 No. 4 round, smooth bars, 24 inches in length, for dowels at each 34 expansion joint. 35 j. Coat 1/2 of the dowel with a bond breaker and terminate with a dowel cap that 36 provides a minimum of 1 inch free expansion. 37 k. Support dowels by an approved method. 38 D. Curing: see Section 32 13 13. 39 3.5 REPAIR/RESTORATION tNOT USED 40 3.6 RE -INSTALLATION [NOT USED] 41 3.7 FIELD QUALITY CONTROL 42 A. Inspections 43 L Steel reinforcement placement 44 2. Headed bolts and studs 45 3. Verification of use of required design mixture CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised October 05, 2016 F:\pmjmtsW31P047-19\2-0 Wrk Prod12-3 SPECSTINAUDivision 32\32 16 13- Curb Gut and Valley Gul,doc 32 16 13 - 5 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 5 of 6 1 4. Concrete placement, including conveying and depositing 2 5. Curing procedures and maintenance of curing temperature 3 B. Concrete Tests: Perform testing of fresh concrete sample obtained according to 4 ASTM C 172 with the following requirements: 5 1. Testing Frequency: Obtain 1 fresh concrete sample for each day's pour of each 6 concrete mixture exceeding 5 cubic yard, but less than 150 cubic yard, plus 1 set for 7 each additional 150 cubic yard or fraction thereof. 8 2. Slump: ASTM C143; 1 test at point of placement for each concrete sample, but not 9 less than 1 test for each day's pour of each concrete mixture. Perform additional 10 tests when concrete consistency appears to change. 11 3. Air Content: ASTM C231, pressure method, for normal-weigbt concrete; 1 test for 12 each sample, but not less than I test for each day's pour of each concrete mixture. 13 4. Concrete Temperature: ASTM C1064; 1 test for each concrete sample. 14 5. Compression Test Specimens: ASTM C31. 15 a. Cast and laboratory cure 3 cylinders for each fresh concrete sample. 16 1) Do not transport field cast cylinders until they have cured for a 17 minimum of 24 hours. 18 6. Compressive -Strength Tests: ASTM C39; 19 a. Test 1 cylinder at 7 days. 20 b. Test 2 cylinders at 28 days. 21 7. Upload test results into Buzzsaw within 48 hours of testing. Reports of 22 compressive -strength tests shall contain Project identification name and number, 23 date of concrete placement, name of concrete tester and inspector, location of 24 concrete batch in Work, design compressive strength at 28 days, concrete mixture 25 proportions and materials, compressive breaking strength, and type of break for 26 both 7- and 28-day tests. 27 8. Additional Tests: Additional tests of concrete shall be made when test results 28 indicate that slump, air entrainment, compressive strengths, or other City 29 specification requirements have not been met. The Lab Services division may 30 conduct or request tests to determine adequacy of concrete by cored cylinders 31 complying with ASTM C42 or by other methods as directed by the Project 32 Manager. 33 a. When the strength level of the concrete for any portion of the structure, as 34 indicated by cylinder tests, falls below the specified requirements, provide 35 improved curing conditions and/or adjustments to the mix design as required to 36 obtain the required strength. If the average strength of the laboratory control 37 cylinders -falls so low as to be deemed unacceptable, follow the core test 38 procedure set forth in ACI 301, Chapter 17. Locations of core tests shall be 39 approved by the Project Engineer. Core sampling and testing shall be at 40 Contractors expense. 41 b. If the results of the core tests indicate that the strength of the structure is 42 inadequate, any replacement, load testing, or strengthening as may be ordered 43 by the Project Engineer shall be provided by the Contractor without cost to the 44 City. 45 9. Additional testing and inspecting, at Contractor's expense, will be performed to 46 determine compliance of replaced or additional work with specified requirements. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised October 05, 2016 1T3pwjm1s50318M7-19�2-0 Wrk Prod12-3 SPECSTINAUDivision 32132 16 13_Curb Out and Valley Gut-doc 321613-6 CONCRETE CURB AND GLITTERS AND VALLEY GUTTERS Page 6 of 6 1 10. Correct deficiencies in the Work that test reports and inspections indicate does not 2 comply with the Contract Documents. 3 3.8 SYSTEM STARTUP [NOT USED] 4 3.9 ADJUSTING [NOT USED] 5 3.10 CLEANING [NOT USED] 6 3.11 CLOSEOUT ACTIVITIES [NOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE [NOT USED] 9 3.14 ATTACHMENTS [NOT USED] 10 11 12 END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE 12/20/2012 D. Johnson I 1.2.A.2. Modified payment item to vary by street type 10/05/2016 Z. Arega Added Subsection 2.2,B,1 and Subsection 3.7 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised October 05, 2016 F:lprojccts103181041-1912-0 Wrk Prod12-3 SPECSTINALIDivision 32132 16 l3_Curb Qul and Valtey Gul.doc 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 32 17 23 PAVEMENT MARKINGS 32 17 23 - 1 PAVEMENT MARKINGS Page 1 of 1 I 5 A. Section Includes: 6 1. Pavement Markings 7 a. Thermoplastic, hot -applied, spray (HAS) pavement markings 8 b. Thermoplastic, hot -applied, extruded (HAE) pavement markings 9 c. Preformed polymer tape 10 d. Preformed heat -activated thermoplastic tape 11 2. Raised markers 12 3. Work zone markings 13 4. Removal of pavement markings and markers 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Measurement and Payment 1. Pavement Markings a. Measurement 1) Measurement for this Item shall be per linear foot of material placed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Pvmt Marking" installed for: a) Various Widths b) Various Types c) Various Materials d) Various Colors c. The price bid shall include: 1) Installation of Pavement Marking 2) Glass beads, when required 3) Surface preparation 4) Clean-up 5) Testing (when required) 2. Legends a. Measurement 1) Measurement for this Item shall be per each Legend installed. CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised November 22, 2013 F.Sprojects103181047-1912-0 wrk Prod12-3 SPECSTWADDivision 32132 17 23_Pavemen1 Markings.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 32 17 23 - 2 PAVEMENT MARKINGS Page 2 of 11 b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Legend" installed for: a) Various types b) Various applications c. The price bid shall include: 1) Installation of Pavement Marking 2) Glass beads, when required 3) Surface preparation 4) Clean-up 5) Testing 3. Raised Markers a. Measurement 1) Measurement for this Item shall be per each Raised Marker installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Raised Marker" installed for: a) Various types c. The price bid shall include: 1) Installation of Raised Markers 2) Surface preparation 3) Clean-up 4) Testing 4. Work Zone Tab Markers a. Measurement 1) Measurement for this Item shall be per each Tab Marker installed. b. Payment 1) The work performed and materials furnished in accordance with this Item shall be paid for at the unit price bid per each "Tab Marker" installed for: a) Various types c. The price bid shall include: 1) Installation of Tab Work Zone Markers 5. Fire Lane Markings a. Measurement 1) Measurement for this Item shall be per the linear foot. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per linear foot of "Fire Lane Marking" installed. c. The price bid shall include: 1) Surface preparation 2) Clean-up 3) Testing 6. Pavement Marking Removal a. Measurement 1) Measure for this Item shall be per linear foot. b. Payment CITY OF FORT WORTH Meadow Lakes and .Ienkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised November 22, 2013 FAprojecis1U181047-1%2-0 Wrk Prod12-3 SPECS\FINADDivision 32\32 17 23_Pawment Markings.doc 32 17 23 - 3 PAVEMENT MARKINGS Page 3 of I I 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under "Measurement" shall be paid for at the" 3 unit price bid per linear foot of "Remove Pvmt Marking" performed for: 4 a) Various widths 5 c. The price bid shall include: 6 1) Removal of Pavement Markings 7 2) Clean-up 8 7. Raised Marker Removal 9 a. Measurement 10 1) Measurement for this Item shall be per each Pavement Marker removed. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 shall be paid for at the unit price bid per each "Remove Raised Marker" 14 performed. 15 c. The price bid shall include: 16 1) Removal of each Marker 17 2) Disposal of removed materials 18 3) Clean-up 19 8. Legend Removal 20 a. Measurement 21 1) Measure for this Item shall be per each Legend removed. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under "Measurement" shall be paid for at the 25 unit price bid per Iinear foot of "Remove Legend" performed for: 26 a) Various types 27 b) Various applications 28 c. The price bid shall include: 29 1) Removal of Pavement Markings 30 2) Clean-up 31 1.3 REFERENCES 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification, unless a date is specifically cited. 36 2. Texas Manual on Uniform Traffic Control Devices (MUTCD), 2011 Edition 37 a. Part 3, Markings 38 3. American Association of State HiRhwav and Transportation Officials (AASHTO) 39 a. Standard Specification for Glass Beads Used in Pavement Markings, M 247-09 40 4. Federal H47hwav Administration (FHWA) 41 a. 23 CFR Part 655, FHWA Docket No. FHWA-2009-0139 42 5. Texas Department of Transportation (TxDOT) 43 a. DMS-4200, Pavement Markers (Reflectorized) 44 b. DMS-4300, Traffic Buttons 45 c. DMS-8220, Hot Applied Thermoplastic 46 d. DMS-8240, Permanent Prefabricated Pavement Markings CITY OF FORT WORTH Meadow Lakes and ]enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised November 22, 2013 R: projws103181047-1912-0 Wrk Prod\2-3 SPECSTINAUDivision 32U2 1723_Pave ent Markings.doc 32 17 23 - 4 PAVEMENT MARKINGS Page 4 of 1 I 1 e. DMS-8241, Removable Prefabricated Pavement Markings 2 f DMS-8242, Temporary Flexible -Reflective Road Marker Tabs 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 SUBMITTALS 5 A. Submittals shall be in accordance with Section 01 33 00. 6 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 7 specials. 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING 13 A. Storage and Handling Requirements 14 1. The Contractor shall secure and maintain a location to store the material in 15 accordance with Section 0150 00, 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS 19 2.1 OWNER -SUPPLIED PRODUCTS 20 A. New Products 21 1. Refer to Drawings to determine if there are owner -supplied products for the Project. 22 2.2 MATERIALS 23 A. Manufacturers 24 1. Only the manufacturers as listed in the City's Standard Products List will be 25 considered as shown in Section 01 60 00. 26 a. The manufacturer must comply with this Specification and related Sections. 27 2. Any product that is not listed on the Standard Products List is considered a 28 substitution and shall be submitted in accordance with Section 0125 00. 29 B. Materials 30 1. Pavement Markings 31 a. Thermoplastic, hot applied, spray 32 1) Refer to Drawings and City Standard Detail Drawings for width of 33 longitudinal lines. 34 2) Product shall be especially compounded for traffic markings. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01929 Revised November 22, 2013 FApro}ectsU1M47-i9\2-0WrkProd12-3SPECSW,1NAf_0ivisicn32\32l723_P mentMarkiags.d" 321723-5 PAVEMENT MARKINGS Page 5 of 11 1 3) When placed on the roadway, the markings shall not be slippery when wet, 2 lift from pavement under normal weather conditions nor exhibit a tacky 3 exposed surface. 4 4) Cold ductility of the material shall permit normal road surface expansion 5 and contraction without chipping or cracking. 6 5) The markings shall retain their original color, dimensions and placement 7 under normal traffic conditions at road surface temperatures of 158 degrees 8 Fahrenheit and below. 9 6) Markings shall have uniform cross-section, clean edges, square ends and no 10 evidence of tracking. 11 7) The density and quality of the material shall be uniform throughout the 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 markings. 8) The thickness shall be uniform throughout the length and width of the markings. 9) The markings shall be 95 percent free of holes and voids, and free of blisters for a minimum of 60 days after application. 10) The material shall not deteriorate by contact with sodium chloride, calcium chloride or other chemicals used to prevent roadway ice or because of the oil content of pavement markings or from oil droppings or other effects of traffic. 11) The material shall not prohibit adhesion of other thermoplastic markings if, at some future time, new markings are placed over existing material. a) New material shall bond itself to the old line in such a manner that no splitting or separation takes place. 12) The markings placed on the roadway shall be completely retroreflective both internally and externally with traffic beads and shall exhibit uniform retro-directive reflectance. 13) Traffic beads a) Manufactured from glass b) Spherical in shape c) Essentially free of sharp angular particles d) Essentially free of particles showing cloudiness, surface scoring or surface scratching e) Water white in color f) Applied at a uniform rate g) Meet or exceed Specifications shown in AASHTO Standard Specification for Glass Beads Used in Pavement Markings, AASHTO Designation: M 247-09, b. Thermoplastic, hot applied, extruded 1) Product shall be especially compounded for traffic markings 2) When placed on the roadway, the markings shall not be slippery when wet, lift from pavement under normal weather conditions nor exhibit a tacky exposed surface. 3) Cold ductility of the material shall permit normal road surface expansion and contraction without chipping or cracking. 4) The markings shall retain their original color, dimensions and placement under normal traffic conditions at road surface temperatures of 158 degrees Fahrenheit and below. CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised November 22, 2013 Fapmjms103181047-1912-0 Wyk Pmd12-3 SPECSTFNAUDivisian 32\32 17 23_Pavemmt Mukinp.doc 32 17 23 - 6 PAVEMENT MARKINGS Page 6 of 1 I 1 5) Markings shall have uniform cross-section, clean edges, square ends and no 2 evidence of tracking. 3 6) The density and quality of the material shall be uniform throughout the 4 markings. 5 7) The thickness shall be uniform throughout the length and width of the 6 markings. 7 8) The markings shall be 95 percent free of holes and voids, and free of 8 blisters for a minimum of 60 days after application. 9 9) The minimum thickness of the marking, as measured above the plane 10 formed by the pavement surface, shall not be less than 1/8 inch in the center 11 of the marking and 3/32 inch at a distance of l/2 inch from the edge. 12 10) Maximum thickness shall be 3/16 inch. 13 11) The material, shall not deteriorate by contact with sodium chloride, calcium 14 chloride or other chemicals used to prevent roadway ice or because of the 15 oil content of pavement markings or from oil droppings or other effects of 16 traffic. 17 12) The material shall not prohibit adhesion of other thermoplastic markings if, 18 at some future time, new markings are placed over existing material. New 19 material shall bond itself to the old line in such a manner that no splitting or 20 separation takes place 21 13) The markings placed on the roadway shall be completely retroreflective 22 both internally and externally with traffic beads and shall exhibit uniform 23 retro-directive reflectance. 24 14) Traffic beads 25 a) Manufactured from glass 26 b) Spherical in shape 27 c) Essentially free of sharp angular particles 28 d) Essentially free of particles showing cloudiness, surface scoring or 29 surface scratching 30 e) Water white in color 31 f) Applied at a uniform rate 32 g) Meet or exceed Specifications shown in AASHTO Standard 33 Specification for Glass Beads Used in Pavement Markings, AASHTO 34 Designation: M 247-09. 35 c. Preformed Polymer Tape 36 1) Material shall meet or exceed the Specifications for SWARCO Director 35, 37 3M High Performance Tape Series 3801 ES, or approved equal. 38 d. Preformed Heat -Activated Thermoplastic Tape 39 1) Material shall meet or exceed the Specifications for HOT Tape Brand 0,125 40 mil preformed thermoplastic or approved equal. 41 2. Raised Markers 42 a. Markers shall meet the requirements of the Texas Manual on Uniform Traffic 43 Control Devices. 44 b. Non -reflective markers shall be Type Y (yellow body) and Type W (white 45 body) round ceramic markers and shall meet or exceed the TxDOT 46 Specification DMS-4300. 47 c. The reflective markers shall be plastic, meet or exceed the TxDOT 48 Specification DMS-4200 for high -volume retroreflective raised markers and be 49 available in the following types: CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised November 22, 2013 F_lprgiM15103181047-19\2-0 Wrk Prod12-3 SPECS11;1NAL\DMsion 32132 17 23_Pavement Mazkings.doc 32 17 23 - 7 PAVEMENT MARKINGS Page 7 of 11 1 1) Type I-C, white body, 1 face reflects white 2 2) Type II -A -A, yellow body, 2 faces reflect amber 3 3) Type II-C-R, white body, 1 face reflects white, the other red 4 5 3. Work Zone Markings 6 a. Tabs 7 1) Temporary flexible -reflective roadway marker tabs shall meet requirements 8 of TxDOT DMS-8242, "Temporary Flexible -Reflective Road Marker 9 Tabs." 10 2) Removable markings shall not be used to simulate edge lines. 11 3) No segment of roadway open to traffic shall remain without permanent 12 pavement markings for a period greater than 14 calendar days. 13 b. Raised Markers 14 1) All raised pavement markers shall meet the requirements of DMS-4200. 15 c. Striping 16 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS- 17 8200. 18 2.3 ACCESSORIES [NOT USED] 19 2.4 SOURCE QUALITY CONTROL 20 A. Performance 21 1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet 22 the requirements detailed in the table below for a minimum of 30 calendar days. Posted Speed (mph) < 30 35 — 50 255 2-lane roads with centerline n/a 100 250 markings only (1) All other roads (2) n/a 50 100 23 (1) Measured at standard 30-m geometry in units of mcd/m2/lux. 24 (2) Exceptions: 25 A. When raised reflective pavement markings (RRPMs) supplement or substitute for a 26 longitudinal line, minimum pavement marking retroreflectivity levels are not applicable as 27 long as the RRPMs are maintained so that at least 3 are visible from any position along that 28 line during nighttime conditions. 29 B. When continuous roadway lighting assures that the markings are visible, minimum 30 pavement marking retroreflectivity levels are not applicable. 31 PART 3 - EXECUTION 32 3.1 EXAMINATION [NOT USED] 33 3.2 PREPARATION 34 A. Pavement Conditions 35 1. Roadway surfaces shall be free of dirt, grease, loose and/or flaking existing 36 markings and other forms of contamination. CITE' OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised November 22, 2013 F:lprojmts103165047-1912-0 Wrk Prad52-3 8P&C5IFINALU7ivision 32132 17 23Px meat Markiogs.doo 321723-8 PAVEMENT MARKINGS Page 8 of 11 1 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the 2 curing membrane. 3 3. Pavement to which material is to be applied shall be completely dry. 4 4. Pavement shall be considered dry, if, on a sunny day after observation for 15 5 minutes, no condensation develops on the underside of a 1 square foot piece of 6 clear plastic that has been placed on the pavement and weighted on the edges. 7 5. Equipment and methods used for surface preparation shall not damage the 8 pavement or present a hazard to motorists or pedestrians. 9 3.3 INSTALLATION 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 A. General 1. The materials shall be applied according to the manufacturer's recommendations. 2. Markings and markers shall be applied within temperature Iimits recommended by the material manufacturer, and shall be applied on clean, dry pavement having a surface temperature above 50 degrees Fahrenheit. 3. Markings that are not properly applied due to faulty application methods or being placed in the wrong position or alignment shall be removed and replaced by the Contractor at the Contractor's expense. If the mistake is such that it would be confusing or hazardous to motorists, it shall be remedied the same day of notification. Notification will be made by phone and confirmed by fax. Other mistakes shall be remedied within 5 days of written notification. 4. When markings are applied on roadways open to traffic, care will be taken to ensure that proper safety precautions are followed, including the use of signs, cones, barricades, flaggers, etc. 5. Freshly applied markings shall be protected from traffic damage and disfigurement. 6. Temperature of the material must be equal to the temperature of the road surface before allowing traffic to travel on it. B. Pavement Markings 1. Thermoplastic, hot applied, spray a. This method shall be used to install and replace long lines — centerlines, lane lines, edge lines, turn Ianes, and dots. b. Markings shall be applied at a 110 mil thickness. c. Markings shall be applied at a 90 mil thickness when placed over existing markings. d. A sealer shall be used if concrete or asphalt is older than three (3) years. e. Typical setting time shall be between 4 minutes and 10 minutes depending upon the roadway surface temperature and the humidity factor. £ Retroreflective raised markers shall be used to supplement the centerlines, lane lines, and turn lanes. Refer to City Standard Detail Drawings for placement. g. Minimum retroreflectivity of markings shall meet or exceed values shown in subparagraph 2A.A.1 of this Specification. 2. Thermoplastic, hot applied, extruded a. This method shall be used to install and replace crosswalks and stop -lines. b. Markings shall be applied at a 125 mil thickness. c. Minimum retroreflectivity of markings shall meet or exceed values shown in this Specification. CITY OF FORT WORTH Meadow lakes and ]enkin Heights Sauitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised November 22, 2013 Hprojemts1031 M047-1912-0 Wrk Pwd%2-3 SPECSTWAUDivision 32�32 17 23_Pavement MuEngs.doc 321723-9 PAVEMENT MARKINGS Page 9 of I I 1 3. Preformed Polymer Tape 2 a. This method shall be used to install and replace crosswalks, stop -lines, and 3 legends. 4 b. The applied marking shall adhere to the pavement surface with no slippage or 5 lifting and have square ends, straight lines and clean edges. 6 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 7 this Specification. 8 4. Preformed Heat -Activated Thermoplastic Tape 9 a. This method shall be used to install and replace crosswalks, stop -lines, and 10 legends. 11 b. The applied marking shall adhere to the pavement surface with no slippage or 12 lifting and have square ends, straight lines and clean edges. 13 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 14 this Specification. 15 C. Raised Markers 16 1. All permanent raised pavement markers on Portland Cement roadways shall be 17 installed with epoxy adhesive. Bituminous adhesive is not acceptable. 18 2. All permanent raised pavement markers on new asphalt roadways may be installed 19 with epoxy or bituminous adhesive. 20 3. A chalk line, chain or equivalent shall be used during layout to ensure that 21 individual markers are properly aligned. All markers shall be placed uniformly 22 along the line to achieve a smooth continuous appearance. r 23 D. Work Zone Markings 24 1. Work shall be performed with as little disruption to traffic as possible. 25 2. Install longitudinal markings on pavement surfaces before opening to traffic. 26 3. Maintain lane alignment traffic control devices and operations until markings are 27 installed. 28 4. install markings in proper alignment in accordance with the Texas MUTCD and as 29 shown on the Drawings. 30 5. Place standard longitudinal lines no sooner than 3 calendar days after the placement 31 of a surface treatment, unless otherwise shown on the Drawings. 32 6. Place markings in proper alignment with the location of the final pavement 33 markings. 34 7. Do not use raised pavement markers for words, symbols, shapes, or diagonal or 35 transverse lines. 36 8. All markings shall be visible from a distance of 300 feet in daylight conditions and 37 from a distance of at least 160 feet in nighttime conditions, illuminated by low- 38 beam automobile headlight. 39 9. The daytime and nighttime reflected color of the markings must be distinctly white 40 or yellow. 41 10. The markings must exhibit uniform retroreflective characteristics. 42 11. Epoxy adhesives shall not be used to work zone markings. 43 3.4 REMOVALS 44 1. Pavement Marking and Marker Removal CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised November 22, 2013 r:*mjmts\03181047-1912-0 Wrk Prod52-3 SPECSTJNALUvision 32�32 17 23_Pavement Markings.doc 32 17 23 - 10 PAVEMENT MARKINGS Page 10 of 11 1 a. The industry's best practice shall be used to remove existing pavement 2 markings and markers. 3 b. If the roadway is being damaged during the marker removal, Work shall be 4 halted until consultation with the City. 5 c. Removals shall be done in such a matter that color and texture contrast of the 6 pavement surface will be held to a minimum. 7 d. Repair damage to asphaltic surfaces, such as spalling, shelling, etc., greater than 8 r/a inch in depth resulting from the removal of pavement markings and markers. 9 Driveway patch asphalt emulsion may be broom applied to reseal damage to 10 asphaltic surfaces. 11 e. Dispose of markers in accordance with federal, state, and local regulations. 12 f. Use any of the following methods unless otherwise shown on the Drawings. 13 1) Surface Treatment Method 14 a) Apply surface treatment at rates shown on the Drawings or as directed. 15 Place a surface treatment a minimum of 2 feet wide to cover the 16 existing marking. 17 b) Place a surface treatment, thin overlay, or microsurfacing a minimum 18 of 1 lane in width in areas where directional changes of traffic are 19 involved or in other areas as directed by the City. 20 2) Bum Method 21 a) Use an approved burning method. 22 b) For thermoplastic pavement markings or prefabricated pavement 23 markings, heat may be applied to remove the bulk of the marking 24 material prior to blast cleaning. 25 c) When using heat, avoid spaliing pavement surfaces. 26 d) Sweeping or light blast cleaning may be used to remove minor residue. 27 3) Blasting Method 28 a) Use a blasting method such as water blasting, abrasive blasting, water 29 abrasive blasting, shot blasting, slurry blasting, water -injected abrasive 30 blasting, or brush blasting as approved. 31 b) Remove pavement markings on concrete surfaces by a blasting method 32 only. 33 4) Mechanical Method 34 a) Use any mechanical method except grinding. 35 b) Flail milling is acceptable in the removal of markings on asphalt and 36 concrete surfaces. 37 2. If a location is to be paved over, no additional compensation will be allowed for 38 marking or marker removal. 39 3.5 REPAIR I RESTORATION [NOT USED] 40 3.6 RE -INSTALLATION [NOT USED] 41 3.7 FIELD QUALITY CONTROL 42 A. All lines must have clean edges, square ends, and be uniform cross-section. 43 B. The density and quality of markings shall be uniform throughout their thickness. 44 C. The applied markings shall have no more than 5 percent, by area, of holes or voids and 45 shall be free of blisters. CITE' OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised November 22, 2013 P:lprojeas1031B1047-19�2-0 Wrk Prod12-3 SPECST,INAL1Division 32132 1723_PavementMarkings.doc 32 17 23 - 11 PAVEMENT MARKINGS Page 11 of 11 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING 4 A. Contractor shall clean up and remove all loose material resulting from construction 5 operations. 6 3.11 CLOSEOUT ACTIVITIES [NOT USED] 7 3.12 PROTECTION [NOT USED] S 3.13 MAINTENANCE [NOT USED] 9 3.14 ATTACHMENTS [NOT USED] 10 END OF SECTION 11 E 12 Revision Log DATE NAME SUNIlVIARY OF CHANGE 11/22/13 S. Arnold Removed paint type marking, updated references, added sealer language CITY OF FORT WORTH Meadow Ickes and lenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. Of 829 Revised November 22, 2013 F:Sprojmts10319\047-1912-0 Wrk Prod12-3 SPECSTINAL1Division 32L32 17 23 Pavement Markings.doe 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 32 3126 WIRE FENCE AND GATES 323126-1 WIRE FENCE AND GATES Page I of 6 5 A. Section Includes: 6 1. Furnish and construct fence of barbed or smooth wire. 7 2. On utility projects: 8 a. When existing fence is within the project Site (i.e. parallel to the utility trench 9 and/or within utility easement) and is directly disturbed by construction 10 activities, fencing will be paid for as listed in Article 1.2 below. 11 b. When existing fence is crossing the proposed utility trench, the work performed 12 and materials furnished in accordance with fence replacement will be 13 considered subsidiary to the trench and no other compensation will be allowed. 14 c. When existing fence is outside of the limits of the project Site or is identified as 15 protected on the Drawings and is disturbed and/or by construction activities, 16 replacement will be at the expense of the Contractor and no other compensation 17 will be allowed. 1s B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 22 2. Division 1 - General Requirements 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Wire Fence 26 a. Measurement 27 1) Measurement for this Item shall be by the Iinear foot of Wire Fence, 28 excluding gates. 29 b. Payment 30 1) The work performed and materials famished in accordance with this Item 31 and measured as provided under "Measurement" will be paid for at the unit 32 price bid per linear foot of Wire fence installed for various: 33 a) Post types 34 b) Wire types 35 c) Number of Strands as specified in the Drawings 36 c. The price bid shall include: 37 1) Removal of existing fence and/or, unless specifically defined as a separate 38 pay item on Drawings 39 2) Furnishing, preparing, hauling, and installing Wire Fence 40 3) Excavation, backfilling, and disposal of surplus material 41 4) Removal and trimming of brush and tree limbs 42 2. Steel Gates CITY OF FORT WORTH Meadow Lake and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 F:Sprojects503181047-1912-0 Wrk Prod52-3 SPECS1F11QAL1Division 32532 31 2fi_Wire Fence and Gatcs.doc 323126-2 WIRE FENCE AND GATES Page 2 of 6 1 a. Measurement 2 1) Measurement for this Item shall be per each Steel Fence. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under "Measurement" will be paid for at the unit 6 price bid per each Steel Gate by height. 7 c. The price bid shall include: 8 1) Removal of existing fence and/or gates, unless specifically defined as a 9 separate pay item on Drawings 10 2) Furnishing, preparing, hauling, and installing Steel Gates 11 3) Excavation, backf-illing, and disposal of surplus material 12 4) Removal and trimming of brush and tree limbs 13 1.3 REFERENCES 14 A. Reference Standards 15 1. Reference standards cited in this specification refer to the current reference standard 16 published at the time of the latest revision date logged at the end of this 17 specification, unless a date is specifically cited. 18 2. American Society for Testing and Materials (ASTM): 19 a. A 702, Standard Specification for Steel Fence Posts and Assemblies, Hot 20 Wrought 21 b. A 121, Standard Specification for Metallic -Coated, Carbon Steel Barbed Wire 22 c. A 116, Standard Specification for Metallic -Coated, Steel Woven Wire Fence 23 Fabric 24 d. F 1083, Standard Specification for Pipe, Steel, Hot -Dipped Zinc -Coated 25 (Galvanized) Welded, for Fence Structures 26 3. American Wood Protection Association (AWPA) 27 a. P8/P9, Standard for Oil -Borne Preservatives 28 b. C5, Fence Posts - Preservative Treatment by Pressure Processes CITY OF FORT WORTH Meadow Lake and Jenkia Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 F:lprojeats103181047-1912-0 Wrk Pro&2-3 SPFCS\F1NAL1Division 32132 31 26 Wire Fence and Gate Aac 323126-3 WIRE FENCE AND GATES Page 3 of 6 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 ACTION SUBMITTALS [NOT USED] 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 ' QUALITY ASSURANCE [NOT USED] 7 L10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS 11 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 12 2.2 MATERIALS 13 A. Furnish materials in accordance with details shown on the Drawings and with the 14 following requirements. 15 B. Metal Posts and Braces 16 1. Steel Pipe: ASTM F 1083 17 2. T posts: ASTM A 702 18 3. Use only new steel. Do not use rerolled or open -seam material. 19 4. Furnish galvanized steel sections in ASTM F 1083. 20 5. Painting 21 a. Use an approved anticorrosive coating. 22 b. After installation of painted posts and braces, spot -coat damaged areas with the 23 same paint color. 24 c. Use paint with at least the same anticorrosive properties as the original paint. 25 6. Use the size, weight, and area of posts, braces, and anchor plates shown on the 26 Drawings. 27 C. Wood Posts and Braces 28 1, Untreated Wood: cedar or juniper timber 29 2. Treated Wood 30 a. AWPA standards govern materials and methods of treatments including 31 seasoning, preservatives, and inspection for treatment. 32 b. Each piece or bundle of other treated -timber products must have: 33 1) Legible brand mark or tag indicating the name of the treater 34 2) Date of treatment or lot number 35 3) AWPA treatment specification symbol 36 c. Provide the level of preservative indicated in Table 1. CITY OF FORT WORTH Meadow Lake and Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 FAprpjeats10 IM47-1912-0 Wrk ProdQ-3 SPECSTINAUDivision 32\32 31 2b_Wire Fence and Gates.doc 32 31 26 - 4 WIRE FENCE AND GATES Page 4 of 6 1 Table 1 2 Minimum Retention of Preservative Penta- Product chlorophenol AWPA (Ib.lcu. ft.) _ Standard AWPA for Preservative (P8/P9) Treatment Standard Wire fence posts (round)' 0.4 CS 3 1. Retention determined by assay (0 to 1.0-inch zone), 4 3. Use sound timber that is free from decay, shakes, splits, or other defects that would 5 weaken the posts or braces or otherwise make them structurally unsuitable for the 6 purposes intended. 7 4. Knots that are sound, tight, trimmed flush, and not in clusters will be allowed, 8 provided they do not exceed 1/3 of the small diameter or the least dimension of the 9 posts and braces. 10 5. Remove spurs and splinters, cutting the ends square. 11 D. Gates and Gateposts: Furnish materials to the required dimensions. 12 E. Barbed and Smooth Wire: ASTM A 121, Class 1 13 1. Use wire consisting of 2 strand, 12 1/2 gauge, twisted wire 14 2. Barbed Wire: 2-point 14 gauge barbs spaced no more than 5 inches apart 15 F. Wire Mesh: ASTM All 6, Class 1 16 1. Top and bottom wires: at least 10 gauge wire 17 2. Intermediate wires and vertical stays: 12 1/2 gauge wire 18 G. Miscellaneous 19 1. Furnish galvanized bolts, nuts, washers, braces, straps, and suitable devices for 20 holding barbed wire and wire mesh firmly to metal posts. 21 2. Use material of good commercial quality and design. 22 3. Provide galvanized staples, at least 1 1/2 inch long. 23 H. Concrete 24 1. Minimum 28 day compressive strength of 3,000 psi 25 2. Bagged concrete allowed. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 INSTALLATION 33 A. Space fence posts as shown on the Drawings or to match existing. CITY OF FORT WORTH Meadow Lake and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 FApmjcets103181047-19\2-0 Wrk Pmd12-3 SPECSIFINALUIvision 3A32 3126 Wire Fence and Gales.doc l 323126-5 WIRE FENCE AND GATES Page 5 of 6 1 B. Set fence posts plumb and firm at the intervals, depth, and grade shown on the 2 Drawings or to match existing. 3 C. Brace corner and pull posts in 2 directions. 4 D. Brace end posts and gateposts in 1 direction. 5 E. Install a corner post where the alignment changes 30 degrees or more. 6 F. At alignment angles between 15 and 30 degrees, brace the angle post to the adjacent 7 line posts with diagonal tension wires. 8 G. At grade depressions where stresses tend to pull posts out of the ground, snub or guy 9 the fencing at the critical point with a double 9 gauge galvanized wire. 10 H. Connect the wire to the top horizontal line of the barbed wire or to the top and bottom 11 wire or wire mesh fabric, and to a deadman weighing at least 100 pounds. 12 I. Stretch the fence before guying and snubbing. 13 J. Install number stands at spacing shown in Drawings. 14 K. Install corner, end, or angle post assembly before stretching the wire between posts. 15 L. Connect existing cross fences to the new fences and corner posts at junctions with 16 existing fences. 17 M. While drawing barbed wire and wire fabric taut, fasten to posts using galvanized ties or 18 staples, or as shown on the Drawings. 19 N. Install pull post assemblies at 500 feet intervals for steel posts and at 1,000 feet 20 intervals for wood posts. 21 O. Drive metal line posts provided driving does not damage the posts. 22 P. Set metal corners, ends, pull posts, and braces in concrete footings a minimum of 24 23 inches and crowned at the top to shed water. 24 Q. Thoroughly tamp backfill in 4 inch layers. 25 R. Notch timber posts. 26 3.5 REPAIR/RESTORATION [NOT USED] 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 FIELD QUALITY CONTROL [NOT USED] 29 3.8 SYSTEM STARTUP [NOT USED] 30 3.9 ADJUSTING [NOT USED] 31 3.10 CLEANING [NOT USED] 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 CITY OF FORT WORTH Meadow Lake and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01 829 Revised December 20, 2012 F%projects103184047-19U-0 Wrk ProdU-3 SPECSSPWAUDivision 32U2 31 26_Wire Fence and Uales.doc 323126-6 WIRE FENCE AND GATES Page 6 of 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson I.I.A. modified to describe when City would pay for fence replacement on utility projects CITY OF FORT WORTH Meadow Lake and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 F.\proje 0031 WV-1912-0 Wrk Prnd12-3 SPFCSIFINAL1Division 32\32 31 2G Wire Fence and Gate .doc 329119-1 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 1 of 3 1 SECTION 32 9119 2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnish and place topsoil to the depths and on the areas shown on the Drawings. 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include but are not necessarily limited to 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division I - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 n A. Measurement and Payment 1. Measurement a. Measurement for this Item shall be by cubic yard of Topsoil in place. 2. Payment a. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of Topsoil. b. All excavation required by this Item in cut sections shall be measured in accordance with provisions for the various excavation items involved with the provision that excavation will be measured and paid for once, regardless of the manipulations involved. 3. The price bid shall include: a. Furnishing Topsoil b. Loading c. Hauling d. Placing 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 ACTION SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] CITY OF FORT WORTH Meadow Lakes and ]enkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprpjeci-0318\047-1912-0 Wrk Prod52-3 SPFCSTINALDivision 32W 91 19_Topsoil Placmmt and Finishing of Parkwap.doc 329119-2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER -FURNISHED [on] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. Topsoil 6 1. Use easily cultivated, fertile topsoil that: 7 a. Is free from objectionable material including subsoil, weeds, clay lumps, non- 8 soil materials, roots, stumps or stones larger than 1.5 inches 9 b. Has a high resistance to erosion 10 c. Is able to support plant growth 11 2. Secure topsoil from approved sources. 12 3. Topsoil is subject to testing by the City. 13 4. pH: 5.5 to 8.5. 14 5. Liquid Limit: 50 or less 15 6. Plasticity Index: 20 or less 16 7. Gradation: maximum of 10 percent passing No. 200 sieve 17 B. Water: Clean and free of industrial wastes and other substances harmful to the growth 18 of vegetation 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 21 PART 3 - EXECUTION 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION [NOT USED] 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. Finishing of Parkways 27 1. Smoothly shape parkways, shoulders, slopes, and ditches. 28 2. Cut parkways to finish grade prior to the placing of any improvements in or 29 adjacent to the roadway. 30 3. In the event that unsuitable material for parkways is encountered, extend the depth 31 of excavation in the parkways 6 inches and backfill with top soil. 32 4. Make standard parkway grade perpendicular to and draining to the curb line. 33 a. Minimum: 1/4 inch per foot 34 b. Maximum:4:1 35 c. City may approve variations from these requirements in special cases. 36 5. Whenever the adjacent property is lower than the design curb grade and runoff 37 drains away from the street, the parkway grade must be set level with the top of the 38 curb. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 P:\projmts103181047-1912-0 Wrk Pmdq-3 SPECSTINALTivision 32132 91 19 Topsoil Placement and Finishing of Parkes ys.doc a 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 lb 17 18 19 20 21 3291 19 - 3 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 3 of 3 6. The design grade from the parkway extends to the back of the walk line. 7. From that point (behind the walk), the grade may slope up or down at maximum slope of 4: 1. B. Placing of Topsail 1. Spread the topsoil to a uniform loose cover at the thickness specified. 2. Place and shape the topsoil as directed. 3. Hand rake finish a minimum of 5 feet from all flatwork. 4. Tamp the topsoil with a light roller or other suitable equipment. 3.5 REPAIRIRESTORATION] [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 310 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision. Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:*mjecisk03lMM-1912-0 Wrk Prod12-3 SPECSSFWALWivision 32V2 91 19_Topsoil Placement and Finishing of Parkes ys.doc 329213-1 HYDROMULCHING, SEEDING AND SODDING Page 1 of 8 I SECTION 32 92 13 2 HYDROMULCHING, SEEDING AND SODDING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing and installing grass sod and permanent seeding as shown on Drawings, 7 or as directed. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: I 1 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 12 2. Division I - General Requirements 13 3. Section 32 91 19 — Topsoil Placement and Finishing of Parkways 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Block Sod Placement 17 a. Measurement 18 1) Measurement for this Item shall be by the square yard of Block Sod placed. 19 b. Payment 20 1) The work performed and materials furnished in accordance with this Item 21 and measured as provided under "Measurement" will be paid for at the unit 22 price bid per square yard of Block Sod placed. 23 c. The price bid shall include: 24 1) Furnishing and placing all sod 25 2) Rolling and tamping 26 3) Watering (until established) 27 4) Disposal of surplus materials 28 2. Seeding 29 a. Measurement 30 1) Measurement for this Item shall be by the square yard of Seed spread. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under "Measurement" will be paid for at the unit 34 price bid per square yard of Seed placed for various installation methods. 35 c. The price bid shall include: 36 1) Furnishing and placing all Seed 37 2) Furnishing and applying water for seed fertilizer 38 3) Slurry and hydraulic mulching 39 4) Fertilizer 40 5) Watering and mowing (until established) 41 6) Disposal of surplus materials 42 3. Mowing CITY OF FORT WORTH Meadow Ickes and Ienldn Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Nprcjects\0318N047-19Q-0 Wrk Prod12-3 SPECSIFINAL1Division 32132 92 I3Hydromulching, Seeding and Sodding.doc 329213-2 HYDROMULCHING, SEEDING AND SODDING Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item shall per each. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 and measured as provided under "Measurement" will be paid for at the unit 6 price bid per each. 7 1.3 REFERENCES [NOT USED] 8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 9 1.5 ACTION SUBMITTALS [NOT USED] 10 1.6 INFORMATIONAL SUBMITTALS 11 A. Seed 12 1. Vendors' certification that seeds meet Texas State seed law including: 13 a. Testing and labeling for pure live seed (PLS) 14 b. Name and type of seed 15 2. All seed shall be tested in a laboratory with certified results presented to the City in 16 writing, prior to planting. 17 3. All seed to be of the previous season's crop and the date on the container shall be 18 within 12 months of the seeding date. 19 1.7 CLOSEOUT SUBMITTALS [NOT USED] 20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21 1.9 QUALITY ASSURANCE [NOT USED] 22 1.10 DELIVERY, STORAGE, AND HANDLING 23 A. Block Sod 24 1. Protect from exposure to wind, sun and freezing. 25 2. Keep stacked sod moist. 26 B. Seed 27 1. If using native grass or wildflower seed, seed must have been harvested within 100 28 miles of the construction site. 29 2. Each species of seed shall be supplied in a separate, labeled container for 30 acceptance by the City. 31 C. Fertilizer 32 1. Provide fertilizer labeled with the analysis. 33 2. Conform to Texas fertilizer law. 34 1.11 FIELD [SITE] CONDITIONS [NOT USED] 35 1.12 WARRANTY [NOT USED] 36 PART 2 - PRODUCTS [NOT USED] 37 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojects103181047-1912-0 Wrk Prod12-3 SPECSIFINAL\Division 32\32 92 13Hydromulching, Seeding and Sodding.doc 329213-3 HYDROMULCHING, SEEDING AND SODDING Page 3 of 8 1 2.2 MATERIALS AND EQUIPMENT 2 A. Materials 3 1. Block Sod 4 a. Sod Varieties (match existing if applicable) 5 1) "Stenotaphrum secundatum" (St. Augustine grass) 6 2) "Cynodon dactylon" (Common Bermudagrass) 7 3) 'Buchloe dactyloides" (Buffalograss) 8 4) an approved hybrid of Common Bermudagrass 9 5) or an approved Zoysiagrass 10 b. Sod must contain stolons, leaf blades, rhizomes and roots. 11 c. Sod shall be alive, healthy and free of insects, disease, stones, undesirable 12 foreign materials and weeds and grasses deleterious to its growth or which 13 might affect its subsistence or hardiness when transplanted. 14 d. Minimum sod thickness: 3/4 inch 15 c. Maximum grass height: 2 inches 16 f. Acceptable growing beds 17 1) St. Augustine grass sod: clay or clay loam topsoil 18 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils 19 g. Dimensions 20 1) Machine cut to uniform soil thickness. 21 2) Sod shall be of equal width and of a size that permits the sod to be lifted, 22 handled and rolled without breaking. 23 h- Broken or torn sod or sod with uneven ends shall be rejected. 24 2. Seed 25 a. General 26 1) Plant all seed at rates based on pure live seed (PLS) 27 a) Pure Live Seed (PLS) determined using the formula: 28 (1) Percent Pure Live Seed = Percent Purity x [(Percent Germination + 29 Percent Firm or Hard Seed) + 1001 30 2) Availability of Seed 31 a) Substitution of individual seed types due to lack of availability may be 32 permitted by the City at the time of planting. 33 b) Notify the City prior to bidding of difficulties locating certain species. 34 3) Weed seed 35 a) Not exceed ten percent by weight of the total of pure live seed (PLS) 36 and other material in the mixture 37 b) Seed not allowed: 38 (1) Jobnsongrass 39 (2) Nutgrass seed 40 4) Harvest seed within 1-year prior to planting 41 b. Non-native Grass Seed 42 1) Plant between April 15 and September 10 43 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 25 Bermuda (unhulled) cynodon dactylon 85 90 75 Bermuda (hulled) cynodon dactylon 95 90 44 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:\prcjccts\03181047-1912-0 Wrk Prod12-3 SPECSIFINAL\Division 32\32 92 13_Hydromulching, Seeding and Sodding.doe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 329213-4 HYDROMULCWNG, SEEDING AND SODDING Page 4 of 8 2) Plant between September 10 and April 15 Lbs. Common Name Botanical Name Purity Germination PLS/Acre - (percent) (percent) 220 Rye Grass lolium multiflorum 85 90 75 Bermuda (unhulled) cynodon dactylon 95 90 c. Native Grass Seed 1) Plant between February 1 and October 1. Lbs. PLS/Acre 1.6 5.5 3.7 17.0 1.8 0.5 6.0 8.0 1.2 1.8 10.0 Common Name Green Sprangletop Sideoats Grama* Little Bluestem* Buffalograss Indian Grass* Sand Lovegrass* Big Bluestem Eastern Grama Blue Grama Switchgrass Prairie Wildrye* d. Wildflower Seed 1) Plant between the following: a) March 5 and May 31 b) September 1 and December 1 Botanical Name Leptochloa dubia Bouteloua curtipendula Schizachyrium scoparium Buchloe dactyloides Sorghastrum nutans Eragrostis trichodes Andropogon gerardii Tripscacum dactyloides Bouteloua gracilis Panicum virgatum Elymus canadensis Lbs. PLS/Acre Common Name Botanical Name 3.0 Bush Sunflower Sinsia calva 5.0 Butterfly Weed Asclepias tuberosa 2.0 CIasping Coneflower* Rudbeckia amplexicaulis 3.0 Golden - Wave Coreopsis basalis 13.4 Illinois Bundleflower Desmanthus illinoensis 13.6 Partridge Pea Cassia fasciculata 2.0 Prairie Verbena Verbena bipinnatifida 8.0 Texas Yellow Star Lindheimeri texana 8.0 Winecup Callirhoe involerata 2.0 Black-eyed Susan Rudbeckia hirta 18.0 Cutleaf Daisy Engelmannia pinnatifida 2.0 Obedient Plant Physostegia intermedia 3.0 Pitcher Sage Salvia azurea 2.0 Plains Coreopsis Coreopsis tinctoria 8.0 Scarlet Sage Salvia eoccinea *not to be planted within ten feet of a road or parking lot or within three feet of a walkway e. Temporary Erosion Control Seed 1) Consist of the sowing of cool season plant seeds. 3. Mulch a. For use with conventional -mechanical or hydraulic planting of seed. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:\prgjerts\0318\047-19\2-0 Wrk Prod12-3 SPEC SWINAUDivision 32132 92 13_Hydromulching, Seeding and Sodding.doc 329213-5 HYDROMUL.CHING, SEEDING AND SODDING Page 5 of 8 1 b. Wood cellulose fiber produced from virgin wood or recycled paper -by-products 2 (waste products from paper mills or recycled newspaper). 3 c. No growth or germination inhibiting factors. 4 d. No more than ten percent moisture, air dry weight basis. 5 e. Additives: binder in powder form. 6 f. Form a strong moisture retaining mat. 7 4. Fertilizer 8 a. Acceptable condition for distribution 9 b. Applied uniformly over the planted area 10 c. Analysis 11 1) 16-20-0 12 2) 16-8-8 13 d. Fertilizer rate: 14 1) Not required for wildflower seeding 15 2) Newly established seeding areas - 100 pounds of nitrogen per acre 16 3) Established seeding areas - 150 pounds of nitrogen per acre 17 5. Topsoil: See Section 32 91 19. 18 6. Water: clean and free of industrial wastes or other substances harmful to the 19 germination of the seed or to the growth of the vegetation. 20 7. Soil Retention Blanket 21 a. "Curlex I" from American Excelsior, 900 Ave. H East, Post Office Box 5624, 22 Arlington, Texas 76001, 1-800-777-SOIL or approved equal. 23 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL [NOT USED] 26 PART 3 - EXECUTION [NOT USED] 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION 30 A. Surface Preparation: clear surface of all material including: 31 1. Stumps, stones, and other objects larger than one inch. 32 2. Roots, brush, wire, stakes, etc. 33 3. Any objects that may interfere with seeding or maintenance. 34 B. Tilling 35 1. Compacted areas: till 1 inch deep 36 2. Areas sloped greater than 3: 1: run a tractor parallel to slope to provide Iess 37 seed/water run-off 38 3. Areas near trees: Do not till deeper than 1/2 inch inside "drip line" of trees. 39 3.4 INSTALLATION 40 A. Block Sodding 41 1. General CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojects1031 SN047-1912-0 Wrk Prod12-3 SPECSIFINAL\Division 32132 92 13_Hydromulching, Seeding and Sodding.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 329213-6 HYDROMULCHING, SEEDING AND SODDING Page 6 of 8 a. Place sod between curb and walls and on terraces that is the same type grass as adjacent grass or existing lawn. b. Plant between the average last freeze date in the spring and 6 weeks prior to the average first freeze in the fall. 2. Installation a. Plant sod specified after the area has been completed to the lines and grades shown on the Drawings with 6 inches of topsoil. b. Use care to retain native soil on the roots of the sod during the process of excavating, mauling and planting. c. Keep sod material moist from the time it is dug until planted. d. Place sod so that the entire area designated for sodding is covered. e. Fill voids left in the solid sodding with additional sod and tamp. f. Roll and tamp sod so that sod is in complete contact with topsoil at a uniform slope. g. Peg sod with wooden pegs (or wire staple) driven through the sod block to the firm earth in areas that may slide due to the height or slope of the surface or nature of the soil. 3. Watering and Finishing a. Furnish water as an ancillary cost to Contractor by means of temporary metering / irrigation, water truck or by any other method necessary to achieve an acceptable stand of turf as defined in 3.13.13. b. Thoroughly water sod immediately after planted. c. Water until established. d. Generally, an amount of water that is equal to the average amount of rainfall plus 1/2 inch per week should be applied until accepted. 1f applicable, plant large areas by irrigation zones to ensure areas are watered as soon as they are planted. B. Seeding 1. General a. Seed only those areas indicated on the Drawings and areas disturbed by construction. b. Mark each area to be seeded in the field prior to seeding for City approval. 2. Broadcast Seeding a. Broadcast seed in 2 directions at right angles to each other. b. Harrow or rake lightly to cover seed. c. Never cover seed with more soil than twice its diameter. d. For wildflower plantings: 1) Scalp existing grasses to 1 inch 2) Remove grass clippings, so seed can make contact with the soil. 3. Mechanically Seeding (Drilling): a. Uniformly distribute seed over the areas shown on the Drawings or as directed. b. All varieties of seed and fertilizer may be distributed at the same time provided that each component is uniformly applied at the specified rate. c. Drill seed at a depth of 1/4 inch to 3/8 inch utilizing a pasture or rangeland type drill. d. Drill on the contour of slopes CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised December 20, 2012 F:\prcjects\03 181047-1912-0 Wrk Prod12-3 SPECSIFINAL1Division 32132 92 13_Hydromulching, Seeding and Sodding.doc 329213-7 HYDROMULCHING, SEEDING AND SODDING Page 7 of 8 I c. After planting roll with a roller integral to the seed drill, or a corrugated roller 2 of the "Cultipacker" type. 3 f. Roll slope areas on the contour. 4 4. Hydromulching 5 a. Mixing: Seed, mulch, fertilizer and water may be mixed provided that: 6 1) Mixture is uniformly suspended to form a homogenous slurry. 7 2) Mixture forms a blotter -like ground cover impregnated uniformly with 8 grass seed. 9 3) Mixture is applied within 30 minutes after placed in the equipment. 10 b. Placing 11 1) Uniformly distribute in the quantity specified over the areas shown on the 12 Drawings or as directed. 13 5. Fertilizing: uniformly apply fertilizer over seeded area. 14 6. Watering 15 a. Furnish water by means of temporary metering / irrigation, water truck or by 16 any other method necessary to achieve an acceptable stand of turf as defined in 17 3.13.B. 18 b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. 19 c. Water as direct by the City at least twice daily for 14 days after seeding in such 20 a manner as to prevent washing of the slopes or dislodgement of the seed. 21 d. Water until final acceptance. 22 e. Generally, an amount of water that is equal to the average amount of rainfall 23 plus 1/2 inch per week should be applied until accepted. 24 3.5 REPAIR/RESTORATION [NOT USED] 25 3.6 RE -INSTALLATION [NOT USED] 26 3.7 FIELD QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 3.12 PROTECTION [NOT USED] 32 3.13 MAINTENANCE 33 A. Block Sodding 34 1. Water and mow sod until completion and final acceptance of the Project or as 35 directed by the City. 36 2. Sod sbali not be considered finally accepted until the sod has started to peg down 37 (roots growing into the soil) and is free from dead blocks of sod. 38 B. Seeding 39 1. Water and mow sod until completion and final acceptance of the Project or as 40 directed by the City. 41 2. Maintain the seeded area until each of the following is achieved: 42 a. Vegetation is evenly distributed CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECCIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Nprojects103181047-1912-0 Wrk Prod12-3 SPECSIFINALNDivision 32N32 92 13_Hydromulching, Seeding and Sodding.doe 32 92 13 -8 HYDROMULCHING, SEEDING AND SODDING Page 8 of 8 1 b. Vegetation is free from bare areas 2 3. Turf will be accepted once fully established. 3 a. Seeded area must have 100 percent growth to a height of 3 inches with 1 mow 4 cycle performed by the Contractor prior to consideration of acceptance by the 5 City. 6 C. Rejection 7 1. City may reject block sod or seeded area on the basis of weed populations. 8 3.14 ATTACHMENTS [NOT USED] 9 10 11 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 P:Iprujects103181047-1912-0 Wrk Prod12-3 SPI CSIFINAL1Division 32132 92 13_Hydromulching, Seeding and Sodding,doc r 32 93 43 - 1 TREES AND SHRUBS Page 1 of 8 1 SECTION 32 93 43 2 TREES AND SHRUBS 3 PART].- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Tree and shrub planting and maintenance within street right-of-way and easements. 7 2. Tree removal and transplant is to be performed in accordance with Section 31 10 00 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C_ Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 12 2. Division I - General Requirements 13 3. Section 31 10 00 —Site Clearing 14 4. Section 32 92 13 - Hydromulching, Seeding and Sodding 15 5, Section 32 91 19 - Topsoil Placement and Finishing of Parkways 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Plant Tree 19 a. Measurement 20 1) Measurement for this Item shall be per each by caliper inch. 21 b. Payment 22 1) The work performed and materials furnished in accordance with this Item 23 and measured as provided under "Measurement" will be paid for at the unit 24 price bid per each tree to be Planted by caliper inch. 25 c. The price bid shall include: 26 1) Furnishing and installing trees 27 2) Hauling 28 3) Grading and backfilling 29 4) Excavation 30 5) Fertilization 31 6) Water 32 7) Removing and disposing of surplus material 33 1.3 REFERENCES 34 A. Reference Standards 35 1. Reference standards cited in this specification refer to the current reference standard 36 published at the time of the latest revision date logged at the end of this 37 specification, unless a date is specifically cited. 38 2. American National Standards Institute (ANSI): 39 a. ANSI Z60.1, American Standard for Nursery Stock CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 R: projmvs103185047-M2A Wrk Pro62-3 SPECSIF1NAL\Division 32W 93 43 Trees and Sbrubs.duc Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements City Project No. 01829 32 93 43 - 2 TREES AND SHRUBS Page 2 of 8 1 3. Hortus Third, The Staff of the L.H. Bailey Hortorium. 1976. MacMillan Publishing 2 Co., New York. 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 ACTION SUBMITTALS [NOT USED] 5 1.6 INFORMATIONAL SUBMITTALS 6 A. Tree data: Submit certification from supplier that each type of tree conforms to 7 specification requirements. 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE 11 A. Coordination 12 1. Coordinate with City Forester prior to beginning construction activities adjacent to 13 or that will impact existing trees and shrubs. 14 B. Qualifications 15 1. Landscaper specialized in landscape and planting work 16 C. Substitutions 17 1. Not permitted unless approved by City when specified planting material is not 18 obtainable 19 a. Submit proof of non -availability together with proposal for use of equivalent 20 material. 21 b. Substitutions of larger size or better grade than specified will be allowed upon 22 approval by City Forester, but with no increase in unit price. 23 1.10 DELIVERY, STORAGE, AND HANDLING 24 A. Do not remove container grown stock from containers before time of planting. 25 B. Delivery and Acceptance Requirements 26 1. Ship trees with Certificates of Inspection as required by governing authorities. 27 2. Label each tree and shrub with securely attached waterproof tag bearing legible 28 designation of botanical and common name. 29 3. Use protective covering during delivery. 30 4. Deliver packaged materials in fully labeled original containers showing weight, 31 analysis and name of manufacturer. 32 C. Storage and Handling Requirements 33 1. Protect materials from deterioration during delivery, and while stored at Site. 34 2. Do not prune prior to installation. 35 3. Do not bend or bind -tie trees or shrubs in such manner as to damage bark, break 36 branches, or destroy natural shape. 37 1.11 FIELD CONDITIONS [NOT USED] 38 1.12 WARRANTY 39 A. Warranty Period: 12 months after job acceptance CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprgim1s103181047-19\2-0 Wrk Prad12-3 SPFCSTINAGDivision 32\32 93 43 Trce and Shnrbs.dnc 32 93 43 - 3 TREES AND SHRUBS Page 3 of 8 1 B. Warrant trees against defects including: 2 1. Death 3 2. Unsatisfactory growth 4 3. Loss of shape due to improper pruning, maintenance, or weather conditions 5 C. Plumb leaning trees during warranty period. 6 D. Remove and replace trees found to be dead during warranty period. 7 E. Remove and replace trees which are in doubtful condition at end of warranty period, or 8 when approved by City, extend warranty period for trees for full growing season. 9 PART 2- PRODUCTS 10 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 11 2.2 MATERIALS 12 1. General 13 a. Plants shall be true to species and variety specified, grown under climatic 14 conditions similar to those in the locality of the project for at least 2 years and 15 have been freshly dug during the most recent favorable harvest season. 16 b. All plant names and descriptions are as defined in Hortus Third. 17 c. All plants are to be grown and harvested in accordance with the American 18 Standard for Nursery Stock. 19 d- Unless approved by the City Forester, plants shall have been grown in a latitude 20 not more than 200 miles north or south of the latitude of the project unless the 21 provenance of the plant can be documented to be compatible with the latitude 22 and cold hardiness zone of the planting location. 23 2. Trees 24 a. Provide container grown trees which are straight and symmetrical and have 25 persistently preferred main leader. 26 b. Marls the tree's north orientation in the nursery for all deciduous trees grown in 27 the field with a 1-inch diameter spot of white paint on the tree trunk within the 28 bottom twelve inches of the trunk. 29 c. Crown shall be in good overall proportion to entire height of tree with 30 branching configuration as recommended by ANSI Z60.1 for type and species 31 specified. 32 d. Trees designated as balled and burlapped (B&B) shall be properly dug with 33 firm, natural balls of soil retaining as many fibrous roots as possible, in sizes 34 and shapes as specified in the American Standard for Nursery Stock. Balls shall 35 be firmly wrapped with nonsynthetic, rottable burlap and secured with nails and 36 heavy, nonsynthetic, rottable twine. The root collar shall be apparent at surface 37 of ball. Trees with loose, broken, processed, or manufactured root balls will not 38 be accepted, except with special written approval before planting. 39 e. Where clump is specified, furnish plant having minimum of three stems 40 originating from common base at ground line. 41 f Measure trees by average caliper of trunk as follows: 42 1) For trunks up to 4 inches or less in diameter, measure caliper 6 inches 43 above top of root ball. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 P:Nproje ts\03181047-1952-0 Wrk Prod@-3 SPECSTINAUDivision 32132 93 43_Tr and Shrubs.duc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 329343-4 TREES AND SHRUBS Page 4 of 8 2) For trunks more than 4 inches, measure caliper 12 inches above top of root ball. 3) Caliper measurements a) By diameter tape measure b) Indicated calipers on Drawings are minimum c) Averaging of plant caliber: not permitted g. Trees shall conform to following requirements: 1) Healthy 2) Vigorous stock 3) Grown in recognized nursery 4) Free of. a) Disease b) Insects c) Eggs d) Larvae e) Defects such as: (1) Knots (2) Sun -scald (3) Injuries (4) Abrasions (5) Disfigurement (6) Borers and infestations 3. Soil Products a. Topsoil: See 32 91 19. b. Peat moss, mulch and fertilizer: Use material recommended by City Forester for establishment of healthy stock after replanting. 4. Stakes and Guys a. Provide minimum 8-foot long steel T-stakes and 1 inch wide plastic tree chains. b. Where applicable for anchoring trees, use wood deadmen: 1) Minimum: 2-inch by 4-inch stock 2) Minimum: 36 inches long and buried 3 feet. 3) Provide white surveyor's plastic tape for flagging tree guys. 5. Tree Wrap, Twine and Seal a. Wrap 1) First quality 2) Bituminous impregnated tape 3) Corrugated or crepe paper, specifically manufactured for tree wrapping and having qualities to resist insect infestation b. Twine 1) Lightly tarred, medium -coarse sisal (lath) yarn 2) Do not use nails or staples to fasten wrapping c. Seal: Commercially available tree wound dressing specifically produced for use in sealing tree cuts and wounds 6. Water: clean and free of industrial wastes or other substances harmful to the growth of the tree CITY OF FORT WORTH Meadow Lakes and ]enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 RNprojects103181047-M2-0 Wrk Prod12-3 SPECSTPLNAL1Division 32\32 93 43 Trees and ShmW.doc l G 329343-5 TREES AND SHRUBS Page 5 of 8 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL 3 A. Notify City, prior to installation, of location where trees that have been selected for 4 planting may be inspected. 5 B. Plant material will be inspected for compliance with following requirements. 6 1. Genus, species, variety, size and quality 7 2. Size and condition of balls and root systems, insects, injuries and latent defects 8 PART 3 - EXECUTION [NOT USED] 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION 12 A. General 13 1. Schedule work so that planting can proceed rapidly as portions of site become 14 available. 15 2. Plant trees after final grades are established and prior to seeding or sodding. 16 3. When planting of trees occurs after seeding work, protect seeded areas and 17 promptly repair damage to seeded areas resulting from tree planting operations in 18 compliance with requirements of Section 32 92 13. 19 4. Layout individual trees at locations shown on Drawings. 20 5. In case of conflicts, notify City before proceeding with work. 21 6. Stake trees for City approval. 22 B. Preparation of Planting Soil 23 1. Before mixing, clean topsoil of roots, plants, sod, stones, clay lumps, and other 24 extraneous materials harmful or toxic to plant growth. 25 2. Strip and utilize 4 inch layer of top soil from existing ground. 26 3. Delay mixing of fertilizer when planting will not follow placing of planting soil 27 within 48 hours. 28 4. Incorporate amendments into soil as part of soil preparation process prior to fine 29 grading, fertilizing, and planting. 30 5. Broadcast or spread amendments evenly at specified rate over planting area. 31 6. Thoroughly incorporate amendments into top 3 or 4 inches of soil until 32 amendments are pulverized and have become homogeneous layer of topsoil ready 33 for planting. 34 3.4 INSTALLATION 35 A. Planting 36 1. Excavate pits, beds, or trenches with vertical sides and with bottom of excavation 37 raised minimum of 6 inches at center for proper drainage. 38 2. Provide following minimum widths: 39 a. 15 gallon containers or larger, 2 feet wider than diameter of root ball CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 P: projecis503IM47-19Q-0 Wrk Prod12-3 SPECSWINAL1Division 32\32 93 43_Trees and Sbmbs.doc Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements City Project No. 01829 329343-6 TREES AND SHRUBS Page 6 of 8 1 b. 1 and 5 gallon containers, 6 inches wider than diameter of root ball 2 3. When conditions detrimental to plant growth are encountered, such as 3 unsatisfactory soil, obstructions, or adverse drainage conditions, notify City before 4 planting. 5 4. Deliver trees after preparations for planting have been completed and plant 6 immediately. 7 5. When planting is delayed more than 6 hours after delivery 8 a. Set trees and shrubs in shade. 9 b. Protect from weather and mechanical damage. 10 c. Keep roots moist by covering with mulch, burlap, or other acceptable means of 11 retaining moisture, and water as needed. 12 6. Lift plants only from the bottom of the root balls or with belts or lifting harnesses of 13 sufficient width not to damage the root balls. Do not lift trees by their trunk as a 14 lever in positioning or moving the tree in the planting area. 15 7. Remove plastic, paper, or fibrous pots from the containerized plant material. Pull 16 roots out of the root mat, and cut circling roots with a sharp knife. Loosen the 17 potting medium and shake away from the root mat. Immediately after removing the 18 container, install the plant such that the roots do not dry out. Pack planting mix 19 around the exposed roots while planting. 20 8. Cut ropes or strings from the top of root balls and trees after plant has been set. 21 Remove burlap or cloth wrapping and any wire baskets from around top half of 22 balls. Do not turn under and bury portions of burlap at top of ball. Set balled and 23 burlapped trees in the hole with the north marker facing north. 24 9. Set root ball on undisturbed soil in center of pit or trench and plumb plant. 25 10. Place plants at level that, after settlement, natural relationship of plant crown with 26 ground surface will be established. 27 11. When set, place additional backfill around base and sides of ball, and work each 28 Iayer to settle backfill and eliminate voids and air pockets. 29 12. When excavation is approximately 2/3 full, water thoroughly before placing 30 remainder of backfill. 31 13. Repeat watering until no more water is absorbed. 32 14. Dish top of backfill to allow for mulching. 33 15. Mulch pits, trenches and planted areas. 34 a. All trees, shrubs and other plantings will be mulched with mulch previously 35 approved by the City Forester. The mulch on trees and shrubs shall be to the 36 depths shown on the drawing. Mulch must not be placed within 3 inches of the 37 trunks of trees and shrubs. 38 16. Provide 2 to 4 inch thickness of mulch, work into top of backfill, and finish level 39 with adjacent finish grades. 40 17. Cover entire root ball. 41 18. Prune CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised December 20, 2012 F:lprojects103181047-1912-0 Wrk Prod12-3 SPECSWTHAUDivision 32\32 93 43 'trees and Sbmbs.doc 329343-7 TREES AND SHRUBS Page 7 of 8 1 a. Plants shall not be heavily pruned at the time of planting. Pruning is required at 2 planting to correct defects in the tree structure, including removal of injured 3 branches, double leaders, watersprouts, suckers, and interfering branches. 4 Healthy lower branches and interior small twigs should not be removed except 5 as necessary to clear walks and roads. In no case should more than 1/4 of the 6 branching structure be removed. Retain the normal shape of the plant. 7 b. All pruning shall be completed using clean sharp tools. All cuts shall be clean 8 and smooth, with the bark intact with no rough edges or tears. 9 c. Except in circumstances dictated by the needs of specific pruning practices, tree 10 paint shall not be used- The use of tree paint shall be only upon approval of the 11 City Forester. Tree paint, when required, shall be paint specifically formulated 12 and manufactured for horticultural use. 13 19. Prude trees to retain required height and spread. 14 20. Do not cut tree leaders, and remove only injured and dead branches from flowering 15 trees. 16 21. Remove and replace excessively pruned or misformed stock resulting from 17 improper pruning. 18 22. Inspect tree trunks for injury, improper pruning and insect infestation and take 19 corrective measures. 20 23. Guy and stake trees immediately after planting. 21 B. Moving Existing Trees 22 1. Coordinate tree moving and replanting with City Forester during dormant growth 23 season. 24 2. Provide tree spade of adequate size as directed by City Forester. 25 3.5 REPAIR/RESTORATION [NOT USED] 26 3.6 RE -INSTALLATION [NOT USED] 27 3.7 FIELD QUALITY CONTROL 28 A. City may reject unsatisfactory or defective material at anytime during progress of work. 29 B. Remove rejected trees immediately from site and replace with specified materials. 30 C. Plant material not installed in accordance with these Specifications will be rejected. 31 D. An inspection to determine final acceptance will be conducted by City at end of 12 32 month maintenance period. 33 E. Warranty periods provided for in paragraph 1.12A. 34 3.8 SYSTEM STARTUP [NOT USED] 35 3.9 ADJUSTING [NOT USED] 36 3.10 CLEANING 37 A. During planting work, keep pavements clean and work area in orderly condition. 38 B. Dispose of excess soil and waste in approved location. 39 C. Waste Material Disposal: On -site burning of combustible cleared materials shall not be 40 permitted. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 r:lpraje ts1031M047-I9U-0 Wck Pmd12-3 SPECWINALWivision 32\329343_Trce and Slv bs-doe 329343-8 TREES AND SHRUBS Page 8 of 8 1 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2 3.12 PROTECTION 3 A. Protect planting work and materials from damage due to planting operations. 4 B. Maintain protection during installation and maintenance period. 5 C. Treat, repair, or replace damaged planting work. 6 3.13 MAINTENANCE 7 A. Maintenance Period shall be 12 months after final acceptance. 8 B. During the maintenance period if a work schedule and frequency are not shown on the 9 Drawings, perform the minimum requirements shown below: 10 1. Water trees to full depth a minimum of once each week or as required to maintain 11 healthy, vigorous growth. 12 2. Prune, cultivate, and weed as required for healthy growth. 13 3. Restore planting saucers. 14 4. Tighten and repair stake and guy supports, and reset trees and shrubs to proper 15 grades or vertical position as required. 16 5. Restore or replace damaged wrappings. 17 6. Spray as required to keep trees and shrubs free of insects and disease. 18 7. Contractor shall replace any plant that does not survive. It shall be replaced as soon 19 as it is determined no longer alive. Contractor is to maintain new plants as 20 described above until growth is established and maintenance period expires unless 21 waived by the City. 22 3.14 ATTACHMENTS [NOT USED] 23 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 24 25 26 27 28 29 30 31 1. LA — Payment Items removed for tree removal and transplantation; these Items are to be performed in accordance with Section 31 10 00. 12/20/2012 D. Johnson 3.13.A —.modified maintenance period to begin 12 months after final acceptance 3.13.E — Modified maintenance period requirements CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 R: prejeclsM I M047-1912-0 Wrk Pro&2-3 SPF.CSIFWALSDivision 32\32 93 43 Trees and shmbs.doc 8 1 2 3 PART1- GENERAL 4 11 SUMMARY 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 330130-1 SEWER AND MANHOLE TESTING Page 1 of 7 SECTION 33 0130 SEWER AND MANHOLE TESTING A. Section Includes: 1. Testing for sanitary sewer pipe and manholes prior to placing in service a. Low Pressure Air Test and Deflection (Mandrel) Test 1) Excludes pipe with flow 2) Hydrostatic Testing is not allowed. b. Vacuum Testing for sanitary sewer manholes 2. Before any newly constructed sanitary sewer pipe and manholes are placed into service it shall be cleaned and tested. 3. Pipe testing will include low pressure air test for 60-inch pipe and smaller. 4. Pipe testing will include low pressure air test of joints for 27-inch or larger pipe. 5. Pipe testing will include deflection (mandrel) test for pipe. 6. Hydrostatic testing is not allowed. 7. Manhole testing will include vacuum test. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 03 80 00 —Modifications to Existing Concrete Structures 4. Section 33 04 50 — Cleaning of Sewer Mains 26 1.2 PRICE AND PAYMENT PROCEDURES 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Measurement and Payment 1. Pipe Testing a. Measurement 1) This Item is considered subsidiary to the sanitary sewer main (pipe) completed in place. b. Payment 1) The work performed and the materials furnishing in accordance with this Item are subsidiary to the unit price bid per linear foot of sanitary sewer main (pipe) complete in place, and no other compensation will be allowed. 2. Manhole Testing a. Measurement 1) Measurement for testing manholes shall be per each vacuum test. b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 33 01 30 Sewer and Manhole Testing Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements City Project No.: 01829 330130-2 SEWER AND MANHOLE TESTING Page 2 of 7 1 1) The work performed and the materials furnished in accordance with this 2 Item shall be paid for at the unit price bid per each vacuum test completed. 3 c. The price bid shall include: 4 1) Mobilization 5 2) Plugs 6 3) Clean-up 7 1.3 REFERENCES [NOT USED] 8 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 9 1.5 SUBMITTALS 10 A. Submittals shall be in accordance with Section 0133 00. 11 B. All submittals shall be approved by the City prior to delivery. 12 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS 14 A. Test and Evaluation. Reports 15 1. All test reports generated during testing (pass and fail) 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 19 20 21 22 23 24 25 26 27 28 A. Certifications 1. Mandrel Equipment a. If requested by City, provide Quality Assurance certification that the equipment used has been designed and manufactured in accordance to the required specifications. 2. Joint Testing a. Testing Service - Engage a qualified independent testing agency to perform joint evaluation tests b. Equipment - If requested by City, provide Quality Assurance certification that the equipment used has been designed and manufactured in accordance to the required specifications. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 33 01 30 Sewer and Manhole Testing I A 33 01 30 - 3 SEWER AND MANHOLE TESTING Page 3 of 7 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION 9 A. Low Pressure Air Test (Pipe 60 inch and smaller) 10 1. Clean the sewer main before testing, as outlined in Section 33 04 50. 11 2. Plug ends of all branches, laterals, tees, wyes, and stubs to be included in test. 12 B. Low Pressure Joint Air Test (Pipe 27 inch or larger) 13 1. Clean the sewer main before testing, as outlined in Section 33 04 50, 14 2. Assemble individual joint tester over each joint from within the pipe. 15 C. Deflection (mandrel) test (Pipe) 16 1. Perform as last work item before final inspection. 17 2. Clean the sewer main and inspect for offset and obstruction prior to testing. 18 3. Materials 19 a. Mandrel used for deflection test 20 1) Use of an uncertified mandrel or a mandrel altered or modified after 21 certification will invalidate the deflection test. 22 2) Mandrel requirements 23 a) Odd number of legs with 9 legs minimum 24 b) Effective length not less than its nominal diameter 25 c) Fabricated of rigid and nonadjustable steel 26 d) Fitted with pulling rings and each end 27 e) Stamped or engraved on some segment other than a runner indicating 28 the following: 29 (1) Pipe material specification 30 (2) Nominal size 31 (3) Mandrel outside diameter (OD) 32 f) Mandrel diameter must be 95 percent of inside diameter (ID) of pipe. 33 g) Mandrel equipment shall be suitable for the pipe material to prevent 34 damage to the pipe. Consult manufacturer for appropriate mandrel 35 equipment. 36 D. Vacuum test (Manhole) 37 1. Plug lifting holes and exterior joints. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20, 2012 33 01 30Sewer and Manhole Testing Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements City Project No.: 01829 33 01 30 - 4 SEWER AND MANHOLE TESTING Page 4 of 7 1 2. Plug pipes and stubouts entering the manhole. 2 3. Secure stubouts, manhole boots, and pipe plugs to prevent movement while vacuum 3 is drawn. 4 4. Plug pipes with drop connections beyond drop. 5 5. Place test head inside the frame at the top of the manhole. 6 3.4 INSTALLATION 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 A. Low pressure air test (Pipe 60" Inch and Smaller) 1. Install plug with inlet tap. 2. Connect air hose to inlet tap and a portable air control source. 3. After the stabilization period (3.5 psig minimum pressure) start the stop watch. 4. Determine time in seconds that is required for the internal air pressure to reach 2.5 psig. Minimum permissible pressure holding time per diameter per length of pipe is computed from the following equation: T = (0.0850*D*K) Q Where: T = shortest time, seconds, allowed for air pressure to drop to 1.0 psig K = 0.000419*D*L, but not less than 1.0 D = nominal pipe diameter, inches L = length of pipe being tested (by pipe size), feet Q = 0.0015, cubic feet per minute per square foot of internal surface 5. UNI-13-6, Table 1 provides required time for given lengths of pipe for sizes 4-inch through 60-inch based on the equation above. UNI-B-6, Table 1 Minimum specified time required for a 1.0 psig pressure drop for size and length of pipe indicated for q = 0.0015 , CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 33 01 30_Sewer and Manhole Testing 330130-5 SEWER AND MANHOLE TESTING Page 5 of 7 Snec>f"ic6m Tine for Length (L) Shown secl 1 2 3 4 Mmanwrr Pipe Time Length for Time for Diameter t =nurn Longer 100ft 150ft 200ft 25M 300ft 350ft 4001ft 450ft (in,) s�' Time (ft) Length (sec) 9 597 30 L 3b 36 :434A63:4G 3 6 540 398 M4L SAO 5A0 5:40 SAO 5:40_ SAO 542 624 8 734 _ _ 298 L520 L 734 734 734 734 736 952 1008 1124 10 926 239 2. 74 L 9_26 _ 926 _ _ 926 9:53 1152 1351 15:49_ 17:46 12 1120 _ _ _ 69 _ 1418 L 1120 _ 1120 1124 1415 17U5 - 1936 2247 2538:00 I S 14:10 159 5.342 L 1410 14:10 1748 VA 5 26,42A0 _ 31 U9.0D 3596. 0 ; 0,,mm 18 1700 133 7,692 L 1700 19:13 2538.N 3203A0 382700 445200 51:1600 57:41p0 21 1950 114 10.470L 19:50 26:1000 34:5 00 433700 522 LW 610000 694800 783100 24 2240 99 13.674 L 2247 _- -- 34:1100 4534M 5658M 6802A0 91:1000 I029300 27 2530J00 _ _79*4600 _ _ 88 _ _17.30_6 L 28:510D 43:16.00_ _ 5741.0_0 720700 _ 863200 0 129.48_{10 mm - mm - 10057:DO 115:22.0_ 30 282000 80 21.366L 353700- 5325A0 71:1300--- _ 8902,00 10650:00 12 339,00 1422600 115. 0 60: 33 311000 72 25.852 L 43A500 643800 86.1000 MAIM129:1600 15043.fl0 1722100 1935300 36 34:00M 66 30.769 L _ 51170_D _ 76:5500 _ _ 10234:D0 _ 128:12:D0 15350.00 17929A0 205fl7:00 230A6:00 42 39:4800 57 41.883E 694800 1044200 13937:00 17430M 20924.00 2_44:19:00 279:I300 33407:0D 48 453400 50 S4,705 L 91:IM 13645M 18221310 2275500 2733100 3I906. 0 364A?.00 410:17:00 54 51A200 _ 44 _ 69.236 L 11524110 MOM i30,17.,W _29829.100 346: 11:00 403S3:D0 46139_00 SI9:EG:{IO � � - - - 60 560 A00 _ 40 85.476 L 142200 82134100 28455000 356:00 �42723:OD ---49837.00 - 5695000 6410N0 1 - 2 3 4 6. Stop test if no pressure loss has occurred during the first 25 percent of the 5 calculated testing time. 6 B. Low pressure joint air test (27 Inch or larger pipe) 7 1. All pipe joints, for all pipe materials, shall be tested in accordance with ASTM 8 C1103 as follows: 9 2. Equipment shall be the product of manufacturers having more than five years of 10 regular production of successful joint testers. Joint tester shall be as manufactured 11 by Cherne Industrial, Inc., of Edina, Minnesota, or approved equal. 12 3. Follow equipment manufacturer's recommendations when performing tests; only 13 experienced technicians shall perform tests. 14 4. The testing equipment shall be assembled and positioned over the center of the pipe 15 joint and the end element tubes inflated to a maximum of 25 psi. 16 5, Pressurize the center joint test area to 4.0 psig and allow the temperature and 17 pressure to stabilize at the minimum of 2.5 psig for a period of 2.0 minutes prior to 18 testing. 19 6. To test, adjust the pressure to 3.5 psig and measure the time required to decrease the 20 pressure from 3.5 psig to 2.5 psig. 21 7. The joint is acceptable if the time for the pressure to drop from 3.5 psig to 2.5 psig 22 is greater than 10 seconds. 23 C. Deflection (mandrel) test (Pipe) 24 1. For pipe 36 inches and smaller, the mandrel is pulled through the pipe by hand to 25 ensure that maximum allowable deflection is not exceeded. 26 2. Maximum percent deflection by pipe size is as follows: 27 28 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 33 0130 Sewer and Manhole Testing 330130-6 SEWER AND MANHOLE TESTING Page 6 of 7 Nominal Pipe Size Inches Percent Deflection Allowed 12 and smaller 5.0 15 through 30 4.0 Greater than 30 3.0 1 2 D. Vacuum test (Manhole) 3 1. Test manhole prior to coating with epoxy or other material. 4 2. Draw a vacuum of 10 inches of mercury and turn off the pump. 5 3. With the valve closed, read the level vacuum level after the required test time. 6 4. Minimum time required for vacuum drop of i inch of mercury is as follows: 7 8 Depth of 4-foot Dia 5-foot Dia 6-foot Dia Manhole, feet Seconds Seconds Seconds 11 8 20 26 33 10 25 33 41 12 30 39 49 14 35 45 57 16 40 52 67 18 40 59 73 ** T=5 T=6.5 T=8 9 ** For manholes over 18 feet deep, add "T" seconds as shown for each respective 10 diameter for each 2 feet of additional depth of manhole to the time shown for 18 foot 11 depth. (Example: A 30 foot deep, 4-foot diameter. Total test time would be 70 12 seconds. 40+6(5)=70 seconds) 13 14 5. Manhole vacuum levels observed to drop greater than 1 inch of mercury will have 15 failed the test. 16 3.5 REPAIR 1 RESTORATION [NOT USED] 17 3.6 RE -INSTALLATION [NOT USED] 18 3.7 FIELD QUALITY CONTROL 19 A. Non -Conforming Work 20 1. Low pressure air test (Pipe 60 Inch and smaller) 21 a. Should the air test fail, find and repair leak(s) and retest. 22 2. Low pressure joint air test (Pipe 27 inch or larger) CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 33 01 30_Sewer and Manhole Testing 330130-7 SEWER AND MANHOLE TESTING Page 7 of 7 1 a. 100 percent of all joints shall be field tested, prior to the placement of backfill 2 over the spring line of the pipe, after the pipe has been substantially locked in to 3 place by embedment. If the pipe does not pass the field air test, the joint will be 4 puIled and refitted or rejected and removed from the project. After full 5 placement of backflll and proper compaction, 100% of all joints will be tested 6 again, as the installation progresses. At no time shall pipe installation exceed 7 300 feet beyond the last joint tested. 8 b. No more than 2 percent of the total number of joints failing to meet the 9 requirements of this test shall be field repaired by joint grout injection, or band 10 clamps, or other method. Any joints over 2% requiring field repairs shall be I rejected and removed from the project site. Rejected pipe shall be removed 12 from the project. Installation shall be stopped until defective joints are repaired 13 or replaced. 14 3. Should Deflection (mandrel) test (Pipe) 15 a. Should the mandrel fail to pass, the pipe is considered overdeflected. 16 b. Uncover overdeflected pipe. Reinstall if not damaged. 17 c. If damaged, remove and replace. 18 4. Vacuum test (Manhole) 19 a. Should the vacuum test fail, repair suspect area and retest. 20 1) External repairs required for leaks at pipe connection to manhole. 21 a) Shall be in accordance with Section 03 80 00. 22 2) Leaks within the manhole structure may be repaired internally or 23 externally. 24 3.8 SYSTEM STARTUP [NOT USED] 25 3.9 ADJUSTING [NOT USED] 26 3.10 CLEANING [NOT USED] 27 3.11 CLOSEOUT ACTIVITIES [NOT USED] 28 3.12 PROTECTION [NOT USED] 29 3.13 MAINTENANCE [NOT USED] 30 3.14 ATTACHMENTS [NOT USED] 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/I0/2018 W. Norwood 3AD Require testing prior to coating manholes 3.3, A&B, Add individual joint testing option for 27 inch and larger with independent testing. 9/7/2018 W. Norwood 3AA Include UNI-B-6, Table 1 for low pressure air test 4.4.13 Include individual joint testing requirements 32 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 33 01 30_Sewer and Manhole Testing 3301 3I -1 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page I of 7 1 SECTION 33 0131 2 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements and procedures for Closed Circuit Television (CCTV) Inspection of 7 sanitary sewer or storm sewer mains 8 2. For sanitary sewer projects all (existing: Pre -CCTV, proposed: Post -CCTV) main 9 shall be inspected. 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division I — General Requirements 16 3. Section 33 03 10 — Bypass Pumping of Existing Sewer Systems 17 4. Section 33 04 50 --- Cleaning of Sewer Mains 18 5. Section 0132 16 — Construction Progress Schedule 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Pre -CCTV Inspection 21 1. Measurement 22 a. Measurement for this Item will be by the linear foot of line televised for CCTV 23 Inspection performed prior to any line modification or replacement determined 24 from the distance recorded on the video log. 25 2. Payment 26 a. The work performed and materials furnished in accordance with this Item and 27 measured as provided under "Measurement" will be paid for at the unit price 28 bid per linear foot for "Pre -CCTV Inspection". 29 1) Contractor will not be paid for unaccepted video. 30 3. The price bid shall include: 31 a. Mobilization 32 b. Cleaning 33 c. Digital file 34 B. Post -CCTV Inspection 35 1. Measurement 36 a. Measurement for this Item will be by the linear foot of line televised for CCTV 37 Inspection performed following repair or installation determined from the 38 distance recorded on the video log. 39 2, Payment CITY OF FORT WORTH Meadow Lakes and ]enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised March 3, 2016 F:Vprajec1s103185047-194-0 Wyk Prod12-3 SPECSTINAUDivisiun 33\33 01 31_Closed Circuit Telcvision (CCTV) lnspectionAoc 330131-2 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 2 of 7 1 a. The work performed and materials furnished in accordance with this Item and 2 measured as provided under "Measurement" will be paid for at the unit price 3 bid per linear foot for "Post -CCTV Inspection". 4 1) Contractor will not be paid for unaccepted video. 5 3. The price bid shall include: 6 a. Mobilization 7 b. Cleaning 8 c. Digital file 9 1.3 REFERENCES 10 A. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification, unless a date is specifically cited. 14 2. City of Fort Worth Water Department 15 a. City of Fort Worth Water Department CCTV Inspection and Defect Coding 16 Program (CCTV Manual). The CCTV Manual is available for download on 17 Buzzsaw. Location: Resources170 — Inspection ToolslStandard Construction 18 b. City of Fort Worth Water Department CCTV Spread Sheet Log is available for 19 download on Buzzsaw. Location: Resources170 --- Inspection( Tools\Standard 20 Construction. 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Coordination 23 1. Sanitary Sewer Lines 24 a. Meet with City of Fort Worth Water Department staff to confirm that the 25 appropriate equipment, software, standard templates, defect codes and defect 26 rankings are being used, if required. 27 2. Storm Sewer Lines 28 a. Meet with City of Fort Worth Transportation/Public Works Department staff to 29 confirm that the appropriate equipment, software, standard templates, defect 30 codes and defect rankings are being used, if required. 31 B. Schedule 32 1. Include Pre and Post CCTV schedule as part of the Construction Progress Schedule 33 per Section 01 32 16, 34 2. Include time for City review (2 weeks minimum — Notification needs to be send out 35 to Project Manager & Field Operation). 36 3. If CCTV is accepted by City, proceed with work. If rejected, coordinate with City 37 per Part 1.4 A. 38 1.5 SUBMITTALS 39 A. Submittals shall be in accordance with Section 01 33 00. 40 B. All submittals shall be approved by the Engineer or the City prior to delivery. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised March 3, 2016 P:lproJtmW3181047-19\2-0 Wrk Pmd12-3 SPECST'INAUDivisien 33133 Oi 31_Closed Circuit'relevisioa (CCTV) Inspectioadoc 330t31-3 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 3 of 7 1 C. If inspected with Infrastructure Technologies I.T. Software per CCTV Manual provide 2 video data per the CCTV Manual. Provide additional copy of video in Windows Media 3 AudioNideo (.wmv) format for City Inspection review. 4 D. If inspected with other software provide video data in Windows Media AudioNidco 5 (.wmv) format. Provide CCTV log in EXCEL spread sheet format — The CCTV spread 6 sheet log can be found on Buzzsaw. Location: Resources170 -- Inspection 7 TooIs\Standard Construction. 8 E. Inspection Report shall include: 9 1. Asset 10 a. Date 11 b. City 12 c. Address and/or Project Name 13 d. Main Number — GIS ID (If Available) 14 e. Upstream Manhole GIS ID (If Available) 15 f. Downstream Manhole GIS ID (If Available) 16 g. Pipe Diameter 17 h. Material 18 i. Pipe Length 19 j. Mapsco Location Number 20 k. Date Constructed 21 1. Pipe Wall Thickness 22 2. Inspection 23 a. Inspection Number (i.e. I",2nd,etc...) i24 b. Crew Number 25 c. Operator Name 26 d. Operator Comments 27 e. Reason for Inspection 28 £ Equipment Number 29 g. Camera Travel Direction (Upstream/Downstream) 30 h. Inspected Length (feet) 31 i. Work Order Number (if required) 32 j. City Project Number (if required) 33 k. City Contract Name 34 1. DOE/TPW Number (if required) 35 m. Consultant Company Name 36 n. Consultant Contact Name 37 o. Consultant Contact Phone Number 38 p. Contractor Company Name 39 q. Contractor Contact Name 40 r. Contractor Contact Phone Number 41 1.6 INFORMATIONAL SUBMITTALS 42 A. Pre -CCTV submittals 43 1. 2 copies of CCTV video results on USB drive 44 2. 2 hard copies of Inspection Report and one pdf copy on USB drive 45 B. Additional infonnation that may be requested by the City CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised March 3, 2016 F.%projeds103165047-19Q-0 Wrk Prad12-3 SPGCSIFINAL\I)ivision 33133 01 3 t_Closed Circuit Television (CCTV) Inspection.doc 3301 31 -4 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 4 of 7 1. Listing of cleaning equipment and procedures 2 2. Listing of flow diversion procedures if required 3 3. Listing of CCTV equipment 4 4. Listing of backup and standby equipment 5 5. Listing of safety precautions and traffic control measures 6 1.7 CLOSEOUT SUBMITTALS 7 A. Post -CCTV submittals 8 1. 2 copies of CCTV video results on USB drive 9 2. 2 Hard copies of Inspection Report. A pdf copy on USB drive shall be submitted to 10 the City Inspector for review prior to scheduling a project final walk through. 11 3. CCTV speadsheet log in EXCEL format — A blank copy of the CCTV spread sheet 12 log can be found on Buzzsaw. Location: Resources170 — Inspection Tools\Standard 13. Construction 14 4. Construction Plans identifying the line segments that were videoed. Include cover 15 sheet, overall line layout sheet(s), and plan and profile sheet(s). 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE [NOT USED] 18 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 PART 2 - PRODUCTS 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Equipment- 1. Closed Circuit Television Camera a. The television camera used shall be one specifically designed and constructed for sewer inspection. Lighting for the camera shall be suitable to allow a clear picture of the entire periphery of the pipe. The camera shall be operative in 100 percent humidity/submerged conditions. The equipment will provide a view of the pipe ahead of the equipment and of features to the side of the equipment through turning and rotation of the lens. The camera shall be capable of tilting at right angles along the axis of the pipe while panning the camera lens through a full circle about the circumference of the pipe. The lights on the camera shall also be capable of panning 90-degrees to the axis of the pipe. b. The radial view camera must be solid state color and have remote control of the rotational lens. The camera shall be capable of viewing the complete circumference of the pipe and manhole structure, including the cone -section or corbel. The camera lens shall be an auto -iris type with remote controlled manual override. 2. Video Capture System CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised March 3, 2016 F:lprojecis1031 SM7-1912-0 Wck ProdQ-3 SPECSTMALIDivision 33133 01 3l_Closed Circuit Television (CCTV) Inspection.doc 33 01 31 -5 CLOSED CIRCUrF TELEVISION (CCTV) INSPECTION Page 5 of 7 1 a. The video and audio recordings of the sewer inspections shall be made using 2 digital video equipment. A video enhancer may be used in conjunction with, 3 but not in lieu of, the required equipment. The digital recording equipment 4 shall capture sewer inspection on USB drive, with each sewer segment (from 5 upstream manhole to downstream manhole) inspection recorded as an 6 individual file in Windows Media Audio/Video (.wmv) format. City has a right 7 to change the format from .WMV media to .MP4 8 b. The system shall be capable of printing pipeline inspection reports with 9 captured images of defects or other related significant visual information on a 10 standard color printer. 11 c. The system shall store digitized color picture images and be saved in digital 12 format on a USB drive. 13 d. The system shall be able to produce data reports to include, at a minimum, all 14 observation points and pertinent data. All data reports shall match the defect 15 severity codes outlined in the City's CCTV manual. 16 c. Camera footage, date & manhole numbers shall be maintained in real time and I7 shall be displayed on the video monitor as well as the video character 18 generators illuminated footage display at the control console. 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION [NOT USED] 22 3.3 PREPARATION 23 A. General 24 1. Prior to inspection obtain pipe and manhole asset identification numbers from the 25 plans or City to be used during inspections. Inspections performed using 26 identification numbers other than the plans or from assigned numbers from the City 27 will be rejected. 28 2. Inspection shall not commence until the sewer section to be televised has been 29 completely cleaned in conformance with Section 33 04 50. (Sewer system should 30 be connected to existing sewer system and should be active) 31 3. Inspection of newly installed sewers (not yet in service) shall not begin prior to 32 completion of the following: 33 a. Pipe testing 34 b. All manhole work is complete 35 c. Installation of all lateral services 36 d. Vacuum test of manholes 37 4. Temporary Bypass Pumping (if required) shall conform to Section 33 03 10. 38 B. Storm Sewer Lines 39 1. Coordinate with City of Fort Worth Transportation/Public Works Department for 40 CCTV equipment and cleaning requirements. 41 3.4 INSPECTION (CCTV) 42 A. General CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised March 3, 2016 FAprojeds503181047-M2-0 Wrk Frod52-3 SFECMFMAUDivision 33\33 07 31_Ctowd Circuit Television {CCTV) inspectionAvc 330131-6 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 6 of 7 1 1. Begin inspection immediately after cleaning of the main. 2 2. Move camera through the line in either direction at a moderate rate, stopping when 3 necessary to permit proper documentation of the main's condition. 4 3. Do not move camera at a speed greater than 30 feet per minute. 5 4. Use manual winches, power winches, TV cable, and power rewinds that do not 6 obstruct the camera view, allowing for proper evaluation. 7 5. During investigation stop camera at each defect along the main. 8 a. Record the nature, location and orientation of the defect or infiltration location 9 as specified in the CCTV Manual. 10 6. Pan and tilt the camera to provide additional detail at: 11 a. Manholes, Include condition of manhole in its entirety and interior corrosion 12 protection (if applicable) (Camera should pan the entire manhole from top as 13 well as while lowering into manhole, also show complete view of invert) 14 b. Service connections, Pan the Camera to get a complete overview of service 15 connection including zooming into service connection Include location (i.e. 3 16 o'clock, 9 o'clock, etc...) 17 c. Joints, Include comment on condition, signs of damage, etc... 18 d. Visible pipe defects such as cracks, broken or deformed pipe, holes, offset 19 joints, obstructions or debris (show as % of pipe diameter). If debris has been 20 found in the pipe during the post -CCTV inspection, additional cleaning is 21 required and pipe shall be re -televised. 22 e. Infiltration/Inflow locations 23 f. Pipe material transitions 24 g. Other locations that do not appear to be typical for normal pipe conditions 25 h. Note locations where camera is underwater and level as a % of pipe diameter. 26 7. Provide accurate distance measurement. 27 a. The meter device is to be accurate to the nearest 1/10 foot. 28 8. CCTV inspections are to be continuous. 29 a. Do not provide a single segment of main on more than 1 USB drive. 30 b. A single segment is defined from manhole to manhole. 31 B. Pre -Installation Inspection for Sewer Mains to be rehabilitated 32 1. Perform Pre -CCTV inspection immediately after cleaning of the main and before 33 rehabilitation work. 34 2. If, during inspection, the CCTV will not pass through the entire section of main due 35 to blockage or pipe defect, set up so the inspection can be performed from the 36 opposite manhole. 37 3. Provisions for repairing or replacing the impassable location are addressed in 38 Section 33 3120, Section 33 3121 and Section 33 31 22. 39 C. Post -Installation Inspection 40 1. Complete manhole installation before inspection begins. 41 2. Prior to inserting the camera, flush and clean the main in accordance to Section 33 42 0450. 43 D. Documentation. of CCTV Inspection 44 1. Sanitary Sewer Lines CITY OF FORT WORTH Meadow Lakes and Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised March 3, 2016 RNprojecL03181047-1952-0 Wrk Prod12-3 SPE.CS1FWAL\Divisim 3W3 01 31_Closed Circuit Tclevisioo (CCTV) hn pvction.dec 330131-7 CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION Page 7 of 7 ` 1 a. Follow the CCTV Manual (CCTV standard manual supplied by City upon 2 request) for the inspection video, data logging and reporting or Part 1.5 E of 3 this section. 4 2. Storm Sewer Lines 5 a. Provided documentation for video, data logging, and reporting in accordance 6 with City of Fort Worth Transportation/Public Works Department 7 requirements. 8 3.5 REPAIR / RESTORATION [NOT USED] 9 3.6 RE -INSTALLATION [NOT USED] 10 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 11 3.8 SYSTEM STARTUP [NOT USED] 12 3.9 ADJUSTING [NOT USED] 13 3.10 CLEANING 14 A. See Section 33 04 50. 15 3.11 CLOSEOUT ACTIVITIES [NOT USED] 16 3.12 PROTECTION [NOT USED] 17 3.13 MAINTENANCE [NOT USE, 18 3.14 ATTACHMENTS [NOT USED] 19 2I 22 Revision Log i DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson Various— Added requirements for coordination with T/PW for Storm Sewer CCTV 03/03/2016 J Kasavich Various — Alternative to CCTV Manual, modified submittal detail requirements CITY OF FORT WORTH Meadow takes and JenkiD Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised March 3, 2016 Eaproje ts103181047-19\2-0 Wrk ProdU-3 SPECSIFITIALWivision 33133 01 31_Closed Circuit Television (CCTV) hn ))e tion-dac 1 330310-1 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page I of 5 1 SECTION 33 03 10 2 BYPASS PUMPING OF EXISTING SEWER SYSTEMS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Bypass pumping of the existing sewer system, required on 18-inch and larger sewer 7 limes unless otherwise specified in the Contract Documents 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. Measurement for this Item will be by lump sum. 18 2. Payment 19 a. The work performed and materials furnished in accordance with this Item will 20 be paid for at the lump sum price bid for "Bypass Pumping". 21 3. The price bid shall include: 22 a. Mobilization 23 b. Development of bypass plans 24 c. Transportation and storage 25 d. Setup 26 e. Confined space entry 27 f Plugging 28 g. Pumping 29 h. Clean up 30 i. Manhole restoration 31 j. Surface restoration 32 1.3 REFERENCES 33 A. Reference Standards 34 1. Reference standards cited in this Specification refer to the current reference 35 standard published at the time of the latest revision date logged at the end of this 36 Specification, unless a date is specifically cited. 37 2. Occupational Safety and Health Organization (OSHA). CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lproiects103181047-M2-0 Wrk Pmd52-3 SPECSTINADDivisioa 33\33 03 10_Byp= Pumping of Existing Sewer Systems.doc 3303 10-2 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 2 of 5 1 1.4 ADMINISTRATIVE REQUIREMENTS 2 A. Coordination 3 1. Schedule meeting with City to review sewer sbutdown prior to replacing or 4 rehabilitating any facilities. 5 2. City reserves the right to delay schedule due to weather conditions, or other 6 unexpected emergency within the sewer system. 7 3. Review bypass pumping arrangement or layout in the field with City prior to 8 beginning operations. Facilitate preliminary bypass pumping run with City staff 9 present to affirm the operation is satisfactory to the City. 10 4. After replacement or rehabilitation of facilities, coordinate the reestablishment of 11 sewer flow with City staff. 12 5. Provide onsite continuous monitoring during all bypass pumping operations using 13 one of the following methods: 14 a. Personnel on site 15 b. Portable SCADA equipment 16 1.5 SUBMITTALS 17 A. Submittals shall be in accordance with Section 0133 00. 18 B. All submittals shall be approved by the City prior to delivery. 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 20 A. For 18-inch and larger sewer lines, submit a detailed plan and description outlining all 21 provisions and precautions that will be taken with regard to the handling of sewer 22 flows. Submit the plan to the City for approval a minimum of 7 days prior to 23 commencing work. Include the following details: 24 1. Schedule for installation and maintenance of the bypass pumping system 25 2. Staging areas for pumps 26 3. Pump sizes, capacity, number of each size, and power requirements 27 4. Calculations for static lift, friction losses, and velocity 28 5. Pump curves showing operating range and system head curves 29 6. Sewer plugging methods 30 7. Size, length, material, joint type, and method for installation of suction and 31 discharge piping 32 8. Method of noise control for each pump and/or generator, if required 33 9. Standby power generator size and location 34 10. Suction and discharge piping plan 35 11. Emergency action plan identifying the measures taken in the event of a pump 36 failure or sewer spill 37 12. Staffing plan for responding to alarm conditions identifying multiple contacts by 38 name and phone numbers (office, mobile) 39 13. A contingency plan to implement in the event the replacement or rehabilitation has 40 unexpected delays or problems CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Tmprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 P:lprojmts10318\047-19U-0 Wrk ProdQ-3 SPEMFINAL1Division 33\33 03 10 Bypass Pumping of Existing Sewer Systems.doc 33 03 10 - 3 13YPASS PUMPING OF EXISTING SEWER SYSTEMS Page 3 of 5 k 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 . QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD ISITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS 8 21 OWNER -FURNISHED [ou] OWNER -SUPPLIED PRODUCTS [NOT USED] 9 2.2 EQUIPMENT 10 A. Pumping 11 1. Provide equipment that will convey 100 percent of wet weather peak flow 12 conditions. 13 2. Provide fully automatic self -priming pumps. Foot -valves or vacuum pumps are not 14 permitted for priming the system. 15 3. Pumps must be constructed to allow dry running for periods of time to account for 16 the cyclical nature of sewer flow. 17 4. Provide 1 stand-by pump for each size to be maintained on site. Place backup 18 pumps on line, isolated from the primary system by valve. 19 5. If multiple pumps are required to meet the flow requirements, provide the necessary 20 fittings and connections to incorporate multiple discharges. 21 6. Noise levels of the pumping system must follow the requirements of the City noise 22 ordinance for gas wells. 23 B. Piping 24 1. Install pipes with joints which prevent the incident of flow spillage. 25 C. Plugs or Stop Logs 26 1. PIugs 27 a. Select a plug that is made for the size and potential pressure head that will be 28 experienced. 29 b. Provide an additional anchor, support or bracing to secure plug when back 30 pressure is present. 31 c. Use accurately calibrated air pressure gauges for monitoring the inflation 32 pressure. 33 d. Place inflation gauge at location outside of confined space area. Keep the 34 inflation gauge and valve a safe distance from the plugs. 35 e. Never over inflate the plug beyond its pressure rating. 36 2, Stop Logs 37 a. Use stop log devices designed for the manhole or sewer vault structure in use. 38 b. If applicable, obtain stop logs from City that may be used on specific structures. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:\projects1031SN047-19\2-0 Wrk Prod12-3 SPECSTJNATAI ivisiou 33\33 03 30_Bypms Pwnping of Existing Sewer Systems.doc 3303 10 - 4 BYPASS PIMPING OF EXISTING SEWER SYSTEMS Page 4 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION fNOT USED] 6 3.3 PREPARATION 7 A. Locate the bypass pipelines in area to minimize disturbance to existing utilities and 8 obtain approval of those locations from the City. 9 B. Make preparations to comply with OSHA requirements when working in the presence 10 of sewer gases, oxygen -deficient atmospheres and confined spaces. 11 C. Do not begin bypass preparation and operation until City approval of the submittals 12 requested per this Specification. 13 3.4 INSTALLATION 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Install and operate pumping and piping equipment in accordance to the submittals provided per this Specification. B. Sewer flow stoppage 1. Plugging a. Use confined space procedures and equipment during installation when necessary. b. Thoroughly clean the pipe before insertion of the plug. c. Insert the plug seal surface completely so it is fully supported by the pipe. d. Position the plug where there are not sharp edges or protrusions that may damage the plug. e. Use pressure gauges for measuring inflation pressures. f. Minimize upstream pressure head before deflating and removing. C. Sewer flow control and monitoring 1- Take sufficient precautions to ensure sewer flow operations do not cause flooding or damage to public or private property. The Contractor is responsible for any damage resulting from bypass pumping operations. 2. Begin continual monitoring of the sewer system as soon as the sewer is plugged or blocked. Be prepared to immediately start bypass pumping if needed due to surcharge conditions. 3. Sewer discharge may be into another sewer manhole or appropriate vehicle or container only. Do not discharge sewer into an open environment such as an open channel or earthen holding facility. 4. Do not construct bypass facilities where vehicular traffic may travel over the piping. a. Provide details in the suction and discharge piping plan that accommodate both the bypass facilities and traffic without disrupting either service. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sower Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Mpmiects103181047-1952-0 Wrk Prod12-3 SPFCSTINAL1Division 33\33 03 10_13ypms Pumping of Existing Sewcr Syslemadoc 3303 10 - 5 BYPASS PUMPING OF EXISTING SEWER SYSTEMS Page 5 of 5 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD [OIL] SITE QUALITY CONTROL 4 A. Field [OR] Site Tests and Inspections 5 1. Perform leakage and pressure tests of the bypass pumping pipe and equipment 6 before actual operation begins. Have City staff on site during tests. 7 3.8 SYSTEM STARTUP [NOT USED] 8 3.9 ADJUSTING [NOT USED] 9 3.10 CLEANING [NOT USED] 10 3.11 CLOSEOUT ACTIVITIES 11 A. Once plugging or blocking is no Ionger necessary, remove in such a way that permits 12 the sewer flow to slowly return to normal — preventing surge, surcharging and major 13 downstream disturbance. 14 3.12 PROTECTION [NOT USED] 15 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.6 — Clarified submittals required for 18" and larger lines 19 f CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F.\proje 00316\047-19\2-0 Wrk Prod\2-3 SPECSTINAUDivision 33\33 03 to_Byposs Pumping of Existing Sewer Systems.doc 33 04 10 - 1 JOINT BONDING AND ELECTRICAL ISOLATION Page] of 8 1 SECTION 33 04 10 2 JOINT BONDING AND ELECTRICAL ISOLATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Joint bonding requirements for electrical continuity of- 7 a. Concrete cylinder pipe 8 b. Mortar coated steel pipe 9 c. Dielectrically coated steel pipe 10 d. Ductile iron pipe, as required on Drawings 11 2. Electrical isolation devices for installation at: 12 a. Connections to existing piping 13 b. Laterals 14 c. Cased crossings 15 d. Tunnels 16 e. Selected below grade to above ground piping transitions 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. None. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 -- Bidding Requirements, Contract Forms, and Conditions of the 21 Contract 22 2. Division 1 — General Requirements 23 3. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. When a pay item for Cathodic Protection exists: 27 a. Measurement 28 1) This Item is subsidiary to Cathodic Protection construction. 29 b. Payment 30 1) The work performed and materials famished in accordance with this Item 31 are subsidiary to the lump sum price bid for "Cathodic Protection" for each 32 material of utility pipe bid, and no other compensation will be allowed. 33 2. When a pay item for Cathodic Protection does not exist: 34 a. Measurement 35 1) Measurement for this Item is by lump sum. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under "Measurement" will be paid for at the 39 lump sum price bid for "Joint Bonding and Electrical Isolation". 40 3. The price bid shall include: CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements Revised December 20, 2012 City Project No. 01829 F.*i-gjec00319\047-1952-0 Wrk Prod12-3 SPECSIFINAUQivision 33\33 04 10 Joint Bonding and Elm rical Csolation.doc 330410-2 JOINT BONDING ARID ELECTRICAL ISOLATION Page 2 of 8 1 a. Furnishing and installing Joint Bonding and Electrical Isolation as specified by 2 the Drawings 3 b. Mobilization 4 c. Excavation 5 d. Furnishing, placement, and compaction of backfill 6 e. Field welding 7 f. Connections 8 g. Adjustments 9 h. Testing 10 i. Clean-up 11 j. Start-up/Commissioning 12 1.3 REFERENCES 13 A. Reference Standards 14 1. Reference standards cited in this Specification refer to the current reference 15 standard published at the time of the latest revision date logged at the end of this 16 Specification, unless a date is specifically cited. 17 2. ASTM International (ASTM). 18 3. American Water Works Association (AWWA): 19 a. C207, Steel Pipe Flanges for Waterworks Service - Sizes 4 IN through 144 IN, 20 4, NACE International (MACE). 21 1.4 ADMINISTRATIVE REQUIREMENTS fNOT USED] 22 1.5 SUBMITTALS 23 A. Submittals shall be in accordance with Section 01 33 00. 24 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 25 specials. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 27 A. Product Data 28 1. Manufacturer's catalog cut sheets shall be submitted for each item. 29 a. Include the manufacturer's name and provide sufficient information to show 30 that the materials meet the requirements of the Contract Documents for: 31 1) Flange Isolation 32 2) Bonding Clips for Concrete Cylinder Pipe 33 3) Petrolatum tape 34 2. Where more than 1 item or catalog number appears on a catalog cut sheet, clearly 35 identify the item proposed. 36 B. Test and Evaluation Reports 37 1. Record results for the Post -Installation Thermite Weld Inspection and submit to the 38 City for approval prior to backfilling. 39 2. Record results for bonded joint testing and submit to City for approval prior to 40 backfilling. 41 3. Record results for the continuity test for casing to carrier pipe and submit to the 42 City for approval prior to backfilling. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer improvements Revised December 20, 2012 City Project No, 01829 Faproiects\031M047-1912-0 Wrk Prod12-3 SPEMFINAL\Division 33\33 04 10_Joiot 13onding and Electrical balation.doc 8 l 330410-3 JOINT BONDING AND ELECTRICAL ISOLATION Page 3 of 8 1 1.7 CLOSEOUT SUBMITTALS 2 A. Test results for electrical continuity, flange isolation and casing to carrier pipe isolation 3 shall be submitted to the City. 4 B. Results of all testing are to be submitted to City for inclusion in the O&M manual. 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - PRODUCTS 11 2.1 OWNER -FURNISHED PRODUCTS [NOT USED] 12 2.2 MATERIALS 13 A. Joint Bonding and Electrical Isolation Materials to be incorporated into the project 14 include, but are not limited to, the following: 15 1. Electrical continuity bonds 16 2. Flange isolation assemblies 17 3. Casing spacers 18 4. Casing end seals 19 B. Electrical Continuity Bonds 20 1. Applications for Electrical Continuity Bonding include the following: 21 a. Bonding across bolted joint assemblies 22 b. Bonding across gasketed joint assemblies 23 C. Flange Isolation 24 1. Required applications of dielectric flange isolation assemblies include, but are not 25 limited to, selected locations where new piping is mechanically connected to 26 existing piping. 27 2. Gasket 28 a. Isolating and seal gasket 29 b. G-10 Epoxy Glass material 30 c. Full face 31 d. 1/8-inch thickness 32 e. Use with a minimum of 1 EDPM scaling element placed in a tapered groove. 33 f NSF 61 certified 34 g. A minimum of 800 volts/mil dielectric strength is required. 35 h. Flange shall seal for the test pressure without leaking. 36 3. Sleeves 37 a. Provide full length mylar sleeves. 38 4. Washers CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements Revised December 20, 2012 City Project No. 01829 Mprojects103181047-1%2-0 Wrk Prod12-3 SPECSTINAUDivision 33\33 04 10_Joint Bonding and Electrical Isolation.doc 330410-4 JOINT BONDING AND ELECTRICAL ISOLATION Page 4 of 8 1 a. Provide double G-10 washer sets. 2 D. Casing Spacers 3 1. For piping installed in tunnels or cased crossings, install casing spacers between the 4 piping and the casing or tunnel liner to provide electrical isolation in accordance 5 with Section 33 05 24. 6 E. Casing End Seals 7 1. See Section 33 05 24 for casing end seals. 8 2.3 ACCESSORIES [NOT USED] 9 2.4 SOURCE QUALITY CONTROL [NOT USED] 10 PART 3 - EXECUTION 11 3.1 INSTALLERS [NOT USED] 12 3.2 EXAMINATION [NOT USED] 13 3.3 PREPARATION 14 A. Preparation of Concrete Pipe for Bonding 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 1. General a. Fabrication 1) Use concrete pipe for this project that has been fabricated in such a manner as to establish electrical continuity between metallic components of pipe and joints. b. Acceptable Methods 1) Establish electrical continuity as indicated in the Contract Documents. 2. Criteria for Electric Continuity a. Tensile Wire 1) Pipe manufacturer is to obtain a resistance no greater than 0.03 ohms between any wire and steel joint ring at end of pipe farthest from that wire. 2) Manufacturer is to report values obtained and method of measurement. b. Internal Pipe Joint Components 1) Pipe manufacturer is to obtain resistance of less than 0.03 obms between any component and steel pipe cylinder. 3. Tensile Wire Continuity a. Establish continuity between tensile wire coils and steel cylinder on embedded cylinder type pre -stressed pipe by tightly wrapping tensile wire over longitudinal mild steel straps during pipe manufacture. b. Use and install 2 continuous straps 180 degrees apart longitudinally along the pipe. 1) These straps must maintain electrical continuity between metallic components. c. Use steel straps made of mild steel and free of grease, mill scale or other high resistance deposits. d. Make longitudinal straps electrically continuous with pipe cylinder by steel fasteners of suitable dimensions placed between steel cylinder and longitudinal straps. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Revised December 20, 2012 Y Sanitary Sewer Improvements City Project No. 01829 F_lprojeMt 03l81047-1912-0 Wyk Prod12-3 SPF,CSIFINAL\DMsion 33133 04 10_Joint Banding and Electrical Isolation.doc i 1 330410-5 JOINT BONDING AND ELECTRICAL ISOLATION Page 5 of 8 1 1) Connect fasteners so as to remain intact during pipe fabrication process. 2 4. Steel Cylinder Continuity 3 a. Establish continuity of all joint components and steel cylinder. 4 1) These components include anchor socket brackets, anchor socket, spigot 5 ring and bell ring. 6 b. If mechanical contact does not provide a resistance of less than 0.03 ohms 7 between components, tack weld component to provide electrical continuity. 8 B. Preparation of Steel Pipe for Bonding 9 1. Bonding wires are not required for welded steel pipe. 10 2. Mechanical jointed steel pipe requires the installation of bond wires across the joint 11 as shown on the Drawings. 12 C. Preparation of Ductile Iron Pipe for Bonding 13 1. Install insulated bond wires as shown on the Drawings. 14 D. Electrical Bond Wires 15 1. Electrical bond wires are to be a minimum No. 4 AWG, 7 stranded, copper cable 16 with THHN insulation. 17 2. Remove 1 inch of THHN insulation from each end of the bond wire. 18 3. Thermite weld the bond wires to the pipeline. 19 4. Provide the minimum number of bond wires as shown on Drawings for steel or 20 ductile iron pipe. 21 E. Electrical Bond Clip 22 1. Weld 3 ASTM 366 steel bonding clips, each approximately 0.13 inches thick, 2.5 23 inches long, and 1.25 inches wide, with 1/8-inch fillet welds to the bell and spigot 24 of adjacent pre -stressed concrete cylinder pipe or steel pipe with rubber gasketed 25 joints. 26 2. Manufacture clips to maintain continuity regardless of small deflections of finished 27 joints. 28 3.4 INSTALLATION 29 A. Installation of Electrical Continuity Bonds by Thermite Welding 30 1. Inspection 31 a. Use continuous bond wires with no cuts or tears in the insulation covering the 32 conductor. 33 2. General 34 a. Attach bond wires at required locations by thermite welding process. 35 3. Thermite Welding Methods 36 a. Perform thermite welding of bond wires to piping in the following manner: 37 1) Clean and dry pipe to which the wires are to be attached. 38 2) Use grinding wheel to remove all coating, mill scale, oxide, grease and dirt 39 from an area approximately 3 inches square. 40 a) Grind surface to bright metal. 41 3) Remove approximately 1 inch of insulation from each end of wire to be 42 thermite welded to pipe exposing clean, oxide -free copper for welding. 43 4) Select proper size thermite weld mold as recommended by manufacturer. 44 Place wire or strap between graphite mold and the prepared metal surface. CITY OF FORT WORTH Meadow Lakes and Jenkin heights Sanitary Sewer Improvements Revised December 20, 2012 City Project No. 01829 rAprojects103IKW47-1912-0 Wrk ProdV-3 SPECSTINAUDivision 33\33 04 10_]oint Bonding and Electrical lsolation.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 330410-6 JOINT BONDING AND ELECTRICAL ISOLATION Page 6 of 8 5) Place metal disk in bottom of mold. 6) Pour thermite weld charge into the mold. Squeeze bottom of cartridge to spread ignition powder over charge. 7) Close mold cover and ignite starting powder with flint gun. 8) After exothermic reaction, remove thermite weld mold and gently strike weld with a hammer to remove weld slag. 9) Pull on wire or strap to assure a secure connection. 10) If weld is not secure or the bond breaks, repeat procedure with new wire. 11) If the weld is secure, coat all bare metal and weld metal with Stopaq CZ tape. 4. Post -Installation Thermite Weld Inspection a. Contractor is responsible for all testing. b. All testing is to be performed by or under the supervision of certified NACE personnel. c. Visually examine each thermite weld connection for strength and suitable coating prior to backfilling. d. Measure resistance through selected bonded joints with a digital low resistance ohmmeter (DLRO). 1) Resistance of 0.001 ohms or less is acceptable. 2) If the above procedure indicates a poor quality bond connection, reinstall the bond. 3) Record results and submit to the City for approval prior to backfilling. 5. Backfilling of Bonded Joints a. Perform backfilling of bonded piping in manner that prevents damage to the bonds and all connections to the metallic structures. b. Use appropriate backfill material to completely cover the electrical bond. c. Provide protection so that future construction activities in the area will not destroy the bonded connections. d. If construction activity damages a bonded connection, install new bond wire. B. Installation of Pipeline Flange Isolation Devices I. Placement a. Install isolation joints at the locations shown on the Drawings. 2. Assembly a. Place gasket, sleeves and washers as recommended by the manufacturer. b. Follow manufacturer's recommendations for even tightening to proper torque. 3. Testing a. Immediately after an electrical isolation fitting has been installed, contact the City to perform testing for electrical isolation effectiveness. 4. Painting a. Do not use metal base paints on electrical isolation devices. 5. Encapsulation a. Encapsulate below-gradc isolation joints with the Denso Densyl Tape system after the isolation joint has been tested for effectiveness. C. Installation of Casing Spacers 1. Casing spacers shall be installed in accordance with Section 33 05 24. 46 D. Installation of End Seals CITY OF FORT WORTH Meadow lakes and Jenkm Heights Sanitary Sewer Improvements Revised December 20, 2012 City Project No. 01829 FAproje ts10318%47-1912-0 Wrk Prod12-3 SPECSTINAL\Division 33\33 04 10 hint Bonding and FlecHad IsotationAoc 9 1 3304 10-7 JOINT BONDING AND ELECTRICAL ISOLATION Page 7 of 8 1. End seals shall be installed in accordance with Section 33 05 24- 2 3.5 REPAIR / RESTORATION [NOT USED 3 3.6 RE -INSTALLATION [NOT USED] 4 3.7 FIELD QUALITY CONTROL 5 A. Testing of Joint Continuity Bonds and Isolation Joints 6 1. After the completion of the continuity bonding of individual joints, but before the 7 pipe is backfilled, each bonded joint shall be tested for electrical continuity. 8 2. A DC current shall be impressed on the pipe on 1 side of the joint under test using a 9 portable 12-volt battery and a driven ground rod. The battery shall be connected 10 such that the positive terminal is connected to the ground rod and the negative 11 terminal is connected to the pipe section under test. The magnitude of test current is 12 not important as long as it causes a change in pipe -to -soil potential on the section of 13 pipe that is in the test current circuit. 14 3. The pipe -to -soil potential shall be measured on each side of the isolation joint using 15 a high impedance voltmeter and portable copper/copper sulfate reference electrode 16 with the test current "on" and "off. 17 4. A joint is considered electrically continuous if the "on" and "off' potentials are the 18 same on either side of the joint under test. 19 5. This same procedure shall be used to test individual isolation joints except that the 20 joint is considered effective if the pipe -to -soil potential is not the same when 21 measured on each side of the joint when the test current is "on". 22 6. Record results and submit in accordance with this Specification. 23 B. Casing to Carrier Pipe Isolation Tests 24 1. Immediately after the pipe has been installed in the casing, but prior to connecting 25 the line, make pipe available for testing and contact the City to perform an electrical 26 continuity test to determine that the casing is electrically isolated from the pipeline. 27 2. The continuity test shall be fully documented and approved by the City prior to 28 backfilling. 29 3. Record results and submit in accordance with this Specification. 30 4. If the electrical isolation between carrier pipe and casing is not effective, the cause 31 shall be immediately investigated and the situation remedied. 32 5. Under no circumstances shall a shorted casing be backfilled. 33 3.8 SYSTEM STARTUP [NOT USED] 34 3.9 ADJUSTING [NOT USED] 35 3.10 CLEANING [NOT USED] 36 311 CLOSEOUT ACTIVITIES [NOT USED] 37 3.12 PROTECTION [NOT USED] 38 3.13 MAINTENANCE [NOT USED] CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements Revised December 20, 2012 City Project No. 01829 F:lprojeets103185047-19V-0 Wrk ProdV-3 SPECSTINALWivision 33\33 04 10 Joint Bonding and Flecuical Isolation.doc 4 330410-8 JOINT BONDING AND ELECTRICAL ISOLATION Page 8 of 8 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.0 - Modified material specifications for gaskets, sleeves and washers CITY OF FORT WORTH Meadow Lakes and Jenkin Heigbts Sanitary Sewer Improvements Revised December 20, 2012 City Project No. 01829 F:lprojectsV03181047-1912-0 Wrk Prod12-3 SPECSV�1NALWivision 33133 04 10_Joint Aonding and Electrical Tsolation.doc 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 33 04 50 CLEANING OF SEWER MAINS 33 04 50 - 1 CLEANING OF SEWER MAINS Page 1 of 5 .5 A. General 6 1. Before any television inspection, any sewer main sball be cleaned to remove all 7 debris, solids, sand, grease, grit, etc. from the sewer and manholes. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 -- Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2, Division I — General Requirements 14 3. Section 33 01 31 — Closed Circuit Television (CCTV) Inspection 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Measurement 18 a. This Item is considered subsidiary to the sewer main being cleaned. 19 2. Payment 20 a. . The work performed and the materials furnished in accordance with this Item 21 are subsidiary to the unit price bid per linear foot of sewer pipe complete in 22 place, and no other compensation will be allowed. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojects103181047-1912-0 Wrk Prod12-3 SPECSIFINAL1Division 33133 04 50_Cleaning of Sewer Mains.doc 330450-2 CLEANING OF SEWER MAINS Page 2 of 5 1 PART 2 - PRODUCTS [NOT USED] 2 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS 3 2.2 PRODUCT TYPES 4 A. Use only the type of cleaning material which will not create hazards to health or 5 property or affect treatment plant processes. 6 2.3 ACCESSORIES 7 2.4 SOURCE QUALITY CONTROL 8 PART 3 - EXECUTION 9 3.1 INSTALLERS [NOT USED] 10 3.2 EXAMINATION [NOT USED] 11 3.3 PREPARATION [NOT USED] 12 3.4 ERECTION/INSTALLATION/APPLICATION [NOT USED] 13 3.5 REPAIR/R.ESTORATION [NOT USED] 14 3.6 RE -INSTALLATION [NOT USED] 15 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 A. General I. All materials, equipment, and personnel necessary to complete the cleaning of the sanitary sewer main and manholes must be present on the jobsite prior to isolating the sewer manhole or line segment and beginning the cleaning process. 2. Maintain clean work and surrounding premises within the work limits so as to comply with Federal, State, and local environmental and anti -pollution laws, ordinances, codes, and regulations when cleaning and disposing of waste materials, debris, and rubbish. 3. Keep the work and surrounding premises within work limits free of accumulations of dirt, dust, waste materials, debris, and rubbish. 4. Suitable containers for storage of waste materials, debris, and rubbish shall be provided until time of disposal. a. It is the sole responsibility of the Contractor to secure a licensed legal dump site for the disposal of this material. b. Under no circumstances shall sewage or solids removed from the main or manhole be dumped onto streets or into ditches, catch basins, storm drains, or sanitary sewers. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:\projects10318\047-19\2-0 Wrk Prod12-3 SPBCSIFINAL1Division 33133 04 50_Cleaning of Sewer Mains.doc 33 04 50 - 3 CLEANING OF SEWER MAINS Page 3 of 5 1 5. The cleaning process shall remove all grease, sand, silts, solids, rags, debris, etc. 2 from each sewer segment, including the manhole(s). 3 6. Selection of cleaning equipment and the method for cleaning shall be based on the 4 condition of the sanitary sewer mains at the time work commences and will be 5 subject to approval by the City. 6 7. All cleaning equipment and devices shall be operated by experienced personnel. 7 8. Satisfactory precautions shall be taken to protect the sanitary sewer mains and 8 manholes from damage that might be inflicted by the improper use of the cleaning 9 process or equipment. 10 9. Any damages done to a sewer main and/or structure by the Contractor shall be I 1 repaired by the Contractor at no additional cost and to the satisfaction of the City. 12 10. Cleaning shall also include the manhole wall washing by high pressure water jet. 13 11. The Contractor may be required to demonstrate the performance capabilities of the 14 cleaning equipment proposed for use on the project. 15 a. If the results obtained by the proposed sanitary sewer cleaning equipment are 16 not satisfactory, the Contractor shall use different equipment and/or 17 attachments, as required, to meet City satisfaction. 18 b. More than 1 type of equipment/attachments may be required at a location. 19 12. When hydraulic or high velocity cleaning equipment is used, a suitable sand trap, 20 weir, dam, or suction shall be constructed in the downstream manhole in such a 21 manner that all the solids and debris are trapped for removal. 22 13. Whenever hydraulically -propelled cleaning tools which depend upon water 23 pressure to provide their cleaning force, or any tool which retard the flow of water 24 in the sanitary sewer lines are used, precautions shall be taken to insure that the 25 water pressure created does not cause any damage or flooding to public or private 26 property being served by the manhole section involved. 27 14. Any damage of property, as a result of flooding, shall be the liability and 28 responsibility of the Contractor. 29 15, The flow of wastewater present in the sanitary sewer main shall be utilized to 30 provide necessary fluid for hydraulic cleaning devices whenever possible. 31 16. When additional quantities of water from fire hydrants are necessary to avoid delay 32 in normal working procedures, the water shall be conserved and not used 33 unnecessarily. 34 a. No fire hydrant shall be obstructed or used when there is a fire in the area. 35 b. It is the responsibility of the Contractor to obtain the fire hydrant, water meter 36 and all related charges for the set-up, including the water usage bills from 37 respective water purveyor agency. 38 c. All expenses shall be considered incidental to the cleaning of the existing 39 sanitary sewer mains. 40 B. Methods 41 1. Hydraulic Cleaning 42 a. Hydraulic -propelled devices which require a head of water to operate must 43 utilize a collapsible dam. 44 b. The dam must be easily collapsible to prevent damage to the sewer main, 45 property, etc. CITY OF FORT WORTH Meadow Lakes and .Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojects103181047-1912-0 Wrk Prod12-3 SPECSIFINAL1Division 33133 04 50_Cleaning of Sewer Mains.doc 330450-4 CLEANING OF SEWER MAINS Page 4 of 5 1 c. When using hydraulically -propelled devices, precautions shall be taken to 2 insure that the water pressure created does not cause damage or flood public or 3 private property. 4 d. Do not increase the hydraulic gradient of the sanitary sewers beyond the 5 elevation that could cause overflow of sewage into area waterways or laterals. 6 e. The flow of wastewater present in the sanitary sewer main shall be utilized to 7 provide necessary fluid for hydraulic cleaning devices whenever possible. 8 2. High -Velocity Cleaning 9 a. Cleaning equipment that uses a high velocity water jet for removing debris shall 10 be capable of producing a minimum volume of 50 gpm, with a pressure of 11 1,500 psi, for the sanitary sewer line and 3,500 psi for the (manhole) structure 12 at the pump. 13 1) Any variations to this pumping rate must be approved, in advance, by the 14 City. 15 2) To prevent damage to older sewer mains and property, a pressure less than 16 1500 psi can be used. 17 3) A working pressure gauge shall be used on the discharge of all high 18 pressure water pumps. 19 -4) For sewers 18 inches and larger in diameter, in addition to conventional 20 nozzles, use a nozzle which directs the cleaning force to the bottom of the 21 pipe. 22 5) Operate the equipment so that the pressurized nozzle continues to move at 23 all times. 24 6) The pressurized nozzle shall be turned off or reduced anytime the hose is 25 on hold or delayed in order to prevent damage to the line. 26 3. Mechanical Cleaning 27 a. Mechanical cleaning, in addition to normal cleaning when required, shall be 28 with approved equipment and accessories driven by power winching devices. 29 b. Submit the equipment manufacturer's operational manual and guidelines to the 30 City, which shall be followed strictly unless modified by the City. 31 c. All equipment and devices shall be operated by experienced operators so that 32 they do not damage the pipe in the process of cleaning. 33 d. Buckets, scrapers, scooters, porcupines, kites, heavy duty brushes, and other 34 debris -removing equipment/accessories shall be used as appropriate and 35 necessary in the field, in conjunction with the approved power machines. 36 e. The use of cleaning devices such as rods, metal pigs, porcupines, root saws, 37 snakes, scooters, sewer balls, kites, and other approved equipment, in 38 conjunction with hand winching device, and/or gas, electric rod propelled 39 devices, shall be considered normal cleaning equipment. 40 3.11 CLOSEOUT ACTIVITIES [NOT USED] 41 3.12 PROTECTION [NOT USED] 42 3.13 MAINTENANCE [NOT USED] 43 3.14 ATTACHMENTS [NOT USED] 44 END OF SECTION CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:\projects\0318\047-I9\2-0 Wrk Prod12-3 SPEC SIFINALIDivision 33133 04 50_Clea ing of Sewer Mains.doc 330450-5 CLEANING OF SEWER MAINS Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:\projects\0318\047-19\2-0 Wrk Prod12-3 SPECSIFINALIDivision 33133 04 50_Clcaning of Sewer Mains.doc 3305 10-1 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 1 of 21 1 SECTION 33 05 10 2 UTILITY TRENCH EXCAVATION, EMBEDMENT AND BACKFILL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Excavation, Embedment and Backfill for: 7 a. Pressure Applications 8 1) Water Distribution or Transmission Main 9 2) Wastewater Force Main. 10 3) Reclaimed Water Main 11 b. Gravity Applications 12 1) Wastewater Gravity Mains 13 2) Storm Sewer Pipe and Culverts 14 3) Storm Sewer Precast Box and Culverts 15 2. Including: 16 a. Excavation of all material encountered, including rock and unsuitable materials 17 b. Disposal of excess unsuitable material 18 c. Site specific trench safety 19 d. Pumping and dewatering 20 e. Embedment 21 f. Concrete encasement for utility lines 22 g. Backfill 23 h. Compaction 24 B. Deviations from this City of Fort Worth Standard Specification 25 1. None. 26 C. Related Specification Sections include, but are not necessarily limited to: 27 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 28 Contract 29 2. Division 1 — General Requirements 30 3. Section 02 41 13 — Selective Site Demolition 31 4. Section 02 41 15 — Paving Removal 32 5. Section 02 41 14 — Utility Removal/Abandonment 33 6. Section 03 30 00 — Cast -in -place Concrete 34 7. Section 03 34 13 --- Controlled Low Strength Material (CLSM) 35 S. Section 31 10 00 —Site Clearing 36 9. Section 3125 00 — Erosion and Sediment Control 37 10. Section 33 05 26 — Utility Markers/Locators 38 11. Section 34 71 13 — Traffic Control 39 1.2 PRICE AND PAYMENT PROCEDURES { 40 A. Measurement and Payment CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 R: projectsNO3IW47-IW-o Wrk Pmd12-3 SPECSIPWAVDivision 33\33 05 10 Utility Trench Excavation, Embedment and 13ackEill.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 330510-2 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 2 of 21 1. Trench Excavation, Embedment and Backfill associated with the installation of an underground utility or excavation a. Measurement 1) This Item is considered subsidiary to the installation of the utility pipe line as designated in the Drawings. b. Payment 1) The work performed and the materials Tarnished in accordance with this Item are considered subsidiary to the installation of the utility pipe for the type of embedment and backfill as indicated on the plans. No other compensation will be allowed. 2. Imported Embedment or Backfill a. Measurement 1) Measured by the cubic yard as delivered to the site and recorded by truck ticket provided to the City b. Payment 1) Imported fill shall only be paid when using materials for embedment and backfill other than those identified in the Drawings. The work performed and materials furnished in accordance with pre -bid item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Imported Embedment/BackfilI" delivered to the Site for: a) Various embedment/backfill materials c. The price bid shall include: 1) Furnishing backfill or embedment as specified by this Specification 2) Hauling to the site 3) Placement and compaction of backfill or embedment 3. Concrete Encasement for Utility Lines a. Measurement 1) Measured by the cubic yard per plan quantity. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per cubic yard of "Concrete Encasement for Utility Lines" per plan quantity. c. The price bid shall include: 1) Furnishing, hauling, placing and finishing concrete in accordance with Section 03 30 00 2) Clean-up 4. Ground Water Control a. Measurement 1) Measurement shall be lump sum when a ground water control plan is specifically required by the Contract Documents. b. Payment 1) Payment shall be per the lump sum price bid for "Ground Water Control" including: a) Submittals b) Additional Testing c) Ground water control system installation d) Ground water control system operations and maintenance CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 F:\projecis\03 181047-1912-0 Wrk ProdV-3 SPEMIUNAUDiAsion 33133 05 10_lAitity Trench Lxcavalion, Embedment and DackGll.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 330510-3 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 3 of 2I e) Disposal of water f) Removal of ground water control system 5. Trench Safety a. Measurement 1) Measured per linear foot of excavation for all trenches that require trench safety in accordance with OSHA excavation safety standards (29 CFR Part 1926 Subpart P Safety and Health regulations for Construction) b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of excavation to comply with OSHA excavation safety standards (29 CFR Part 1926.650 Subpart P), including, but not limited to, all submittals, labor and equipment. 14 1.3 REFERENCES 15 16 17 18 19 20 21 A- Definitions 1. General — Definitions used in this section are in accordance with Terminologies ASTM F412 and ASTM D8 and Terminology ASTM D653, unless otherwise noted. 2. Definitions for trench width, backfill, embedment, initial backfill, pipe zone, haunching bedding, springline, pipe zone and foundation are defined as shown in the following schematic: CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 1,'3projecls103185047-19\2-0 Wrk Prod4-3 SPECS¢INAI,1Division 33533 05 10_UtWty Trench Excavation, Embedment and Backfill.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 ATIAL BACKFILL z tl 0 ® SPRINGLINE MUNCHING BEDDING FOUNDATION 33 05 10 - 4 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 4 of 21 P07AREAS UNPAVED AREAS EXCAVATED FRENCH WIDTH OD CLEARANCE 3. Deleterious materials — Harmful materials such as clay lumps, silts and organic material 4. Excavated Trench Depth — Distance from the surface to the bottom of the bedding or the trench foundation 5. Final Backfill Depth a. Unpaved Areas — The depth of the final backfill measured from the top of the initial backfill to the surface b. Paved Areas — The depth of the final backfill measured from the top of the initial backfill to bottom of permanent or temporary pavement repair B. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. ' ASTM Standards: a. ASTM C33-08 Standard Specifications for Concrete Aggregates b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate c. ASTM C136-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and Bridge Construction. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 F.Npro}ectsW3181047-1952-0 Wrk Prod12-3 SPEC3IFINAIA]ivision 33131 05 10_Utility Trench Excavation, Embedment and Backfill.doc 330510-5 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 5 of 21 1 e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large- 2 Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine 3 £ ASTM D588 --- Standard Test method for Moisture -Density Relations of Soil- 4 Cement Mixture 5 g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of 6 Soil Using Stand Efforts (12,400 ft-lb/ft3 600 Kn-m/M3)). 7 h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in 8 Place by Sand Cone Method. 9 i. ASTM 2487 --10 Standard Classification of Soils for Engineering Purposes 10 (Unified Soil Classification System) 11 j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers 12 and Other Gravity -Flow Applications 13 k. ASTM D2922 — Standard Test Methods for Density of Soils and Soil 14 Aggregate in Place by Nuclear Methods (Shallow Depth) 15 1, ASTM 3017 - Standard Test Method for Water Content of Soil and Rock in 16 place by Nuclear Methods (Shallow Depth) 17 in. ASTM D4254 - Standard Test Method for Minimum Index Density and Unit 18 Weight of Soils and Calculations of Relative Density 19 3. OSHA 20 a. Occupational Safety and Health Administration CFR 29, Part 1926-Safety 21 Regulations for Construction, Subpart P - Excavations 22 1,4 ADMINISTRATIVE REQU[REMENTS 23 A. Coordination 24 1. Utility Company Notification 25 a. Notify area utility companies at least 48 hours in advance, excluding weekends 26 and holidays, before starting excavation. 27 b. Request the location of buried lines and cables in the vicinity of the proposed 28 work. 29 B. Sequencing 30 1. Sequence work for each section of the pipe installed to complete the embedment 31 and backfill placement on the day the pipe foundation is complete. 32 2. Sequence work such that proctors are complete in accordance with ASTM D698 33 prior to commencement of construction activities. 34 1.5 SUBMITTALS 35 A. Submittals shall be in accordance with Section 0133 00. 36 B. All submittals shall be approved by the City prior to construction. 37 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 38 A. Shop Drawings 39 1. Provide detailed drawings and explanation for ground water and surface water 40 control, if required. 41 2, Trench Safety Plan in accordance with Occupational Safety and Health 42 Administration CFR 29, Part 1926-Safety Regulations for Construction, Subpart P - 43 Excavations CITY OF FORT WORT14 Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 R%prcjecos103I M047-1952-0 Wrk ProdU-3 SPFCSTINAL01vision 33\33 05 10_Utility Trench Excavation, Embedment and ➢ackfill.doc 33 05 10 - 6 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 6 of 21 1 3. Stockpiled excavation and/or backfill material 2 a. Provide a description of the storage of the excavated material only if the 3 Contract Documents do not allow storage of materials in the right-of-way of the 4 easement. 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING 9 A. Storage 10 1. Within Existing Rights -of -Way {ROW} 11 a. Spoil, imported embedment and backfill materials may be stored within 12 existing ROW, easements or temporary construction easements, unless 13 specifically disallowed in the Contract Documents. 14 b. Do not block drainage ways, inlets or driveways. 15 c. Provide erosion control in accordance with Section 3125 00, 16 d. Store materials only in areas barricaded as provided in the traffic control plans. 17 e. 1n non -paved areas, do not store material on the root zone of any trees or in 18 landscaped areas. 19 2. Designated Storage Areas 20 a. If the Contract Documents do not allow the storage of spoils, embedment or 21 backfill materials within the ROW, easement or temporary construction 22 easement, then secure and maintain an adequate storage location. 23 b. Provide an affidavit that rights have been secured to store the materials on 24 private property. 25 c. Provide erosion control in accordance with Section 3125 00. 26 d. Do not block drainage ways. 27 e. Only materials used for 1 working day will be allowed to be stored in the work 28 zone. 29 B. Deliveries and haul -off - Coordinate all deliveries and haul -off. 30 1.11 FIELD [SITE] CONDITIONS 31 A. Existing Conditions 32 1. Any data which has been or may be provided on subsurface conditions is not 33 intended as a representation or warranty of accuracy or continuity between soils. It 34 is expressly understood that neither the City nor the Engineer will be responsible 35 for interpretations or conclusions drawn there from by the Contractor. 36 2. Data is made available for the convenience of the Contractor. CITY OF FORT WORTH Meadow Lakes and Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 F:lprcjWs103181047-1912-0 Wrk Prod\2-3 SPECSTFWAL1Division3R33 05 10_UtilityTrench Excavation, Embedment andBackrill.doc 330510-7 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 7 of 21 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER -FURNISHED [OR] OWNER -,SUPPLIED PRODUCTS 5 A. Materials 6 1. Utility Sand 7 a. Granular and free flowing 8 b. Generally meets or exceeds the limits on deleterious substances per Table 1 for 9 fine aggregate according to ASTM C 33 10 c. Reasonably free of organic material 11 d. Gradation: sand material consisting of durable particles, free of thin or 12 elongated pieces, lumps of clay, loam or vegetable matter and meets the 13 following gradation may be used for utility sand embedment/backfill, and 14 graded with following limits when tested in accordance with ASTM C136._ 15 Sieve Size Percent Retained 0 T/ )) 0-5 #4 0-10 # 16 0-20 #50 20-70 #100 60-90 #200 90-100 16 2. Crushed Rock 17 a. Durable crushed rock or recycled concrete 18 b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 19 c. May be unwashed 20 d. Free from significant silt clay or unsuitable materials 21 e. Percentage of wear not more than 40 percent per ASTM C 131 or C535 22 £ Not more than a 12 percent maximum loss when subjective to 5 cycles of 23 sodium sulfate soundness per ASTM C88 24 3. Fine Crushed Rock 25 a- Durable crushed rock 26 b. Meets the gradation of ASTM D448 size numbers 8 or 89 27 c. May be unwashed 28 d. Free from significant silt clay or unsuitable materials. 29 e. Have a percentage of wear not more than 40 percent per ASTM C 131 or C535 30 £ Not more than a 12 percent maximum loss when subjective to 5 cycles of 31 sodium sulfate soundness per ASTM C88 32 4. Ballast Stone 33 a. Stone ranging from 3 inches to 6 inches in greatest dimension. 34 b. Maybe unwashed 35 c. Free from significant silt clay or unsuitable materials 36 d. Percentage of wear not more than 40 percent per ASTM C 131 or C535 CITY OF FORT WORTH Meadow Cakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 rAprojmtA03185047-1912-0 Wrk Pro&2-3 SPECSI NAL\Division 33\33 05 10 Thility Trmcb Excavatiou, Embcdmcnt and Backfill.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 330510-8 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 8 of 21 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of sodium sulfate soundness per ASTM C88 5. Acceptable Backfill Material a. In -situ or imported soils classified as CL, CH, SC or GC in accordance with ASTM D2487 b. Free from deleterious materials, boulders over 6 inches in size and organics c. Can be placed free from voids d. Must have 20 percent passing the number 200 sieve 6. Blended Backfill Material a. In -situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 b. Blended with in -situ or imported acceptable backfill material to meet the requirements of an Acceptable Backfill Material c. Free from deleterious materials, boulders over 6 inches in size and organics d. Must have 20 percent passing the number 200 sieve 7. Unacceptable Backfill Material a. In -situ soils classified as ML, ME, PT, OL or OH in accordance with ASTM D2487 8. Select Fill a. Classified as SC or CL in accordance with ASTM D2487 b. Liquid limit less than 35 c. Plasticity index between 8 and 20 9. Cement Stabilized Sand (CSS) a. Sand 1) Shall be clean, durable sand meeting grading requirements for fine aggregates of ASTM C33 and the following requirements: a) Classified as SW, SP, or SM by the United Soil Classification System of ASTM D2481 b) Deleterious materials (1) Clay lumps, ASTM C142, less than 0.5 percent (2) Lightweight pieces, ASTM C 123, less than 5.0 percent (3) Organic impurities, ASTM C40, color no darker than standard color (4) Plasticity index of 4 or less when tested in accordance with ASTM D4318. b. Minimum of 4 percent cement content of Type 1111 portland cement c. Water 1) Potable water, free of soils, acids, alkalis, organic matter or other deleterious substances, meeting requirements of ASTM C94 d. Mix in a stationary pug mill, weigh -batch or continuous mixing plant. e. Strength 1) 50 to 150 psi compressive strength at 2 days in accordance with ASTM D1633, Method A 2) 200 to 250 psi compressive strength at 28 days in accordance with ASTM D1633, Method A 3) The maximum compressive strength in 7 days shall be 400 psi. Backfill that exceeds the maximum compressive strength shall be removed by the Contractor for no additional compensation. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPEC ICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 F:lprnjects103181047-M912-0 Wrk Prud12-3 SPECSWINAUDivision 3M3 05 10_UtOty'frmch Excavation, Embedment and Backfill.doc 330510-9 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 9 of 21 1 f Random samples of delivered product will be taken in the field at point of 2 delivery for each day of placement in the work area. Specimens will be 3 prepared in accordance with ASTM D 1632. 4 10. Controlled Low Strength Material (CLSM) 5 a. Conform to Section 03 34 13 6 11. Trench Geotextile Fabric 7 a. Soils other than ML or OH in accordance with ASTM D2487 8 1) Needle punch, nonwoven geotextile composed of polypropylene fibers 9 2) Fibers shall retain their relative position 10 3) Inert to biological degradation 11 4) Resist naturally occurring chemicals 12 5) UV Resistant 13 6) Mirafi 140N by Tencate, or approved equal 14 b. Soils Classified as ML or OH in accordance with ASTM D2487 15 1) High -tenacity monofllament polypropylene woven yam 16 2) Percent open area of 8 percent to 10 percent 17 3) Fibers shall retain their relative position 18 4) Inert to biological degradation 19 5) Resist naturally occurring chemicals 20 6) UV Resistant 21 7) Mirafi FW402 by Tencate, or approved equal 22 12. Concrete Encasement 23 a. Conform to Section 03 30 00. 24 2.3 ACCESSORIES [NOT USED] 25 2.4 SOURCE QUALITY CONTROL [NOT USED] 26 PART 3 - EXECUTION 27 3.1 INSTALLERS [NOT USED] 28 3.2 EXAMINATION 29 A. Verification of Conditions 30 1. Review all known, identified or marked utilities, whether public or private, prior to 31 excavation. 32 2. Locate and protect all known, identified and marked utilities or underground 33 facilities as excavation progresses. 34 3. Notify all utility owners within the project limits 48 hours prior to beginning 35 excavation. 36 4. The information and data shown in the Drawings with respect to utilities is 37 approximate and based on record information or on physical appurtenances 38 observed within the project limits. 39 5. Coordinate with the Owner(s) of underground facilities. 40 6. Immediately notify any utility owner of damages to underground facilities resulting 41 from construction activities. 42 7. Repair any damages resulting from the construction activities. CITY OF FORT WORTH Meadow Lakes and Jmkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 FAprojects10313\047-19\2-0 Wrk PmdQ-3 SPECS\F1NAL\Division 3313105 10-Utility Trench Excavation, Embedment and Backfrll.doc 3305 10-10 UTILITY TRENCI-T EXCAVATION, EMBEDMENT, AND BACKFILL Page 10 of 21 1 B. Notify the City immediately of any changed condition that impacts excavation and 2 installation of the proposed utility. 3 3.3 PREPARATION 4 A. Protection of In -Place Conditions 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 1. Pavement a. Conduct activities in such a way that does not damage existing pavement that is designated to remain. 1) Where desired to move equipment not licensed for operation on public roads or across pavement, provide means to protect the pavement from all damage. b. Repair or replace any pavement damaged due to the negligence of the contractor outside the limits designated for pavement removal at no additional cost to the City. 2. Drainage a. Maintain positive drainage during construction and re-establish drainage for all swales and culverts affected by construction. 3. Trees a. When operating outside of existing ROW, stake permanent and temporary construction casements. b. Restrict all construction activities to the designated easements and ROW. c. Flag and protect all trees designated to remain in accordance with Section 31 10 00, d. Conduct excavation, embedment and backfill in a manner such that there is no damage to the tree canopy. e. Prune or trim tree limbs as specifically allowed by the Drawings or as specifically allowed by the City. 1) Pruning or trimming may only be accomplished with equipments specifically designed for tree pruning or trimming. f. Remove trees specifically designated to be removed in the Drawings in accordance with Section 31 10 00, 4. Above ground Structures a. Protect all above ground structures adjacent to the construction. b. Remove above ground structures designated for removal in the Drawings in accordance with Section 02 41 13 5. Traffic a. Maintain existing traffic, except as modified by the traffic control plan, and in accordance with Section 34 71 13. b. Do not block access to driveways or alleys for extended periods of time unless: 1) Alternative access has been provided 2) Proper notification has been provided to the property owner or resident 3) It is specifically allowed in the traffic control plan c. Use traffic rated plates to maintain access until access is restored. 6. Traffic Signal — Poles, Mast Arms, Pull boxes, Detector loops a. Notify the City's Traffic Services Division a minimum of 48 hours prior to any excavation that could impact the operations of an existing traffic signal. b. Protect all traffic signal poles, mast arms, pull boxes, traffic cabinets, conduit and detector loops. CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 FAprojects103l M047-19\2-0 Wrk I'rod12-3 SPL'CSIFiNALIDivision 33\33 05 10 Utility Trench Excavation, Embedment and BackfilLdoc i l 3305 10 - 11 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND 13ACKFILL Page II of21 1 c. Immediately notify the City's Traffic Services Division if any damage occurs to 2 any component of the traffic signal due to the contractors activities. 3 d. Repair any damage to the traffic signal poles, mast arms, pull boxes, traffic 4 cabinets, conduit and detector loops as a result of the construction activities. 5 7. Fences 6 a. Protect all fences designated to remain. 7 b. Leave fence in the equal or better condition as prior to construction. 8 3.4 INSTALLATION 9 A. Excavation 10 1. Excavate to a depth indicated on the Drawings. 11 2. Trench excavations are defined as unclassified. No additional payment shall be 12 granted for rock or other in -situ materials encountered in the trench. 13 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings 14 and bracing in accordance with the Excavation Safety Plan. 15 4. The bottom of the excavation shall be firm and free from standing water. 16 a. Notify the City immediately if the water and/or the in -situ soils do not provide 17 for a firm trench bottom. 18 b. The City will determine if any changes are required in the pipe foundation or 19 bedding. 20 5. Unless otherwise permitted by the Drawings or by the City, the limits of the 21 excavation shall not advance beyond the pipe placement so that the trench may be 22 backfilled in the same day. 23 6. Over Excavation 24 a. Fill over excavated areas with the specified bedding material as specified for 25 the specific pipe to be installed. 26 b. No additional payment will be made for over excavation or additional bedding 27 material. 28 7. Unacceptable BackfilI Materials 29 a. hi -situ soils classified as unacceptable backfill material shall be separated from 30 acceptable backfill materials. 31 b. If the unacceptable backfill material is to be blended in accordance with this 32 Specification, then store material in a suitable location until the material is 33 blended. 34 c. Remove all unacceptable material from the project site that is not intended to be 35 blended or modified. 36 8. Rock -- No additional compensation will be paid for rock excavation or other 37 changed field conditions. 38 B. Shoring, Sheeting and Bracing 39 1. Engage a Licensed Professional Engineer in the State of Texas to design a site 40 specific excavation safety system in accordance with Federal and State 4I requirements. 42 2. Excavation protection systems shall be designed according to the space limitations 43 as indicated in the Drawings. 44 3. Furnish, put in place and maintain a trench safety system in accordance with the 45 Excavation Safety Plan and required by Federal, State or local safety requirements. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 FAprojcctsW319\047-19V-0 WA ProdU-3 SPECSTINAL\Nvision 33\33 05 10_Uti1ityTrench Excavation, Embedment and Back511.doc 3305 10-12 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 12 of 21 1 4. If soil or water conditions are encountered that are not addressed by the current 2 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 3 Texas to modify the Excavation Safety Plan and provide a revised submittal to the 4 City. 5 5. Do not allow soil, or water containing soil, to migrate through the Excavation 6 Safety System in sufficient quantities to adversely affect the suitability of the 7 Excavation Protection System. Movable bracing, shoring plates or trench boxes 8 used to support the sides of the trench excavation shall not: 9 a. Disturb the embedment located in the pipe zone or lower 10 b. Alter the pipe's line and grade after the Excavation Protection System is 11 removed 12 c. Compromise the compaction of the embedment located below the spring line of 13 the pipe and in the haunching 14 C. Water Control 15 1. Surface Water 16 a. Furnish all materials and equipment and perform all incidental work required to 17 direct surface water away from the excavation. 18 2. Ground Water 19 a. Furnish all materials and equipment to dewater ground water by a method 20 which preserves the undisturbed state of the subgrade soils. 21 b. Do not allow the pipe to be submerged within 24 hours after placement. 22 c. Do not allow water to flow over concrete until it has sufficiently cured. 23 d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water 24 Control Plan if any of the following conditions are encountered: 25 1) A Ground Water Control Plan is specifically required by the Contract 26 Documents 27 2) If in the sole judgment of the City, ground water is so severe that an 28 Engineered Ground Water Control Plan is required to protect the trench or 29 the installation of the pipe which may include: 30 a) Ground water levels in the trench are unable to be maintained below 31 the top of the bedding 32 b) A firm trench bottom cannot be maintained due to ground water 33 c) Ground water entering the excavation undermines the stability of the 34 excavation. 35 d) Ground water entering the excavation is transporting unacceptable 36 quantities of soils through the Excavation Safety System. 37 e. In the event that there is no bid item for a Ground Water Control and the City 38 requires an Engineered Ground Water Control Plan due to conditions 39 discovered at the site, the contractor will be eligible to submit a change order. 40 f. Control of ground water shall be considered subsidiary to the excavation when: 41 1) No Ground Water Control Plan is specifically identified and required in the 42 Contract Documents 43 g. Ground Water Control Plan installation, operation and maintenance 44 1) Furnish all materials and equipment necessary to implement, operate and 45 maintain the Ground Water Control Plan. 46 2) Once the excavation is complete, remove all ground water control 47 equipment not called to be incorporated into the work. 48 h. Water Disposal CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 FAprojmt%10318%047-1912-0 WA ProdU-3 SPECS%FINA11Division 33133 05 10_Utitity Trench Fxcavation, Embedment aad Ba& ll.doc 330510-13 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 13 of 21 1 1) Dispose of ground water in accordance with City policy or Ordinance. 2 2) Do not discharge ground water onto or across private property without 3 written permission. 4 3) Permission from the City is required prior to disposal into the Sanitary 5 Sewer. 6 4) Disposal shall not violate any Federal, State or local regulations. 7 D. Embedment and Pipe Placement 8 1. Water Lines less than, or equal to, 12 inches in diameter: 9 a. The entire embedment zone shall be of uniform material. 10 b. Utility sand shall be generally used for embedment. 11 c. If ground water is in sufficient quantity to cause sand to pump, then use 12 crushed rock as embedment. 13 1) If crushed rock is not specifically identified in the Contract Documents, 14 then crushed rock shall be paid by the pre -bid unit price. 15 d. Place evenly spread bedding material on a firm trench bottom. 16 e. Provide firm, uniform bedding. 17 f. Place pipe on the bedding in accordance with the alignment of the Drawings. 18 g. In no case shall the top of the pipe be less than 42 inches from the surface of the 19 proposed grade, unless specifically called for in the Drawings. 20 h. Place embedment, including initial backfill, to a minimum of 6 inches, but not 21 more than 12 inches, above the pipe. 22 i. Where gate valves are present, the initial backfill shall extend to 6 inches above 23 the elevation of the valve nut. 24 j. Form all blocking against undisturbed trench wall to the dimensions in the 25 Drawings. 26 k. Compact embedment and initial backfill. 27 1. Place marker tape on top of the initial trench backfill in accordance with 28 Section 33 05 26. 29 2. Water Lines 16-inches through 24-inches in diameter: 30 a. The entire embedment zone shall be of uniform material. 31 b. Utility sand may be used for embedment when the excavated trench depth is 32 less than 15 feet deep. 33 c. Crushed rock or fine crushed rock shall be used for embedment for excavated 34 trench depths 15 feet, or greater. 35 d. Crushed rock shall be used for embedment for steel pipe. 36 e. Provide trench geotextile fabric at any location where crushed rock or fine 37 crushed rock come into contact with utility sand 38 f. Place evenly spread bedding material on a firm trench bottom. 39 g. Provide firm, uniform bedding. 40 1) Additional bedding may be required if ground water is present in the 41 trench. 42 2) If additional crushed rock is required not specifically identified in the 43 Contract Documents, then crushed rock shall be paid by the pre -bid unit 44 price. 45 h. Place pipe on the bedding according to the alignment shown on the Drawings. 46 i. The pipe line shall be within: 47 1) ±3 inches of the elevation on the Drawings for 16-inch and 24-inch water 48 lines CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 F-lprojeeiM31BM7-1912-0 Wrk Prod12-3 SPFCSMNAUDivision 33\33 05 10_Utility Trench Excavation, Embedment and Backfikdoc 3305 10 -14 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 14 of 21 1 j. Place and compact embedment material to adequately support haunches in 2 accordance with the pipe manufacturer's recommendations. 3 k. Place remaining embedment including initial backfill to a minimum of 6 inches, 4 but not more than 12 inches, above the pipe. 5 1. Where gate valves are present, the initial backfill shall extend to up to the valve 6 nut. 7 m. Compact the embedment and initial backfill to 95 percent Standard Proctor 8 ASTM D 698. 9 n. Density test may be performed by City to verify that the compaction of 10 embedment meets requirements. 11 o. Place trench geotextile fabric on top of the initial backfill. 12 p. Place marker tape on top of the trench geotextile fabric in accordance with 13 Section 33 05 26. 14 3. Water Lines 30-inches and greater in diameter 15 a. The entire embedment zone shall be of uniform material. 16 b. Crushed rock shall be used for embedment. 17 c. Provide trench geotextile fabric at any location where crushed rock or fine 18 crushed rock come into contact with utility sand. 19 d. Place evenly spread bedding material on a firm trench bottom. 20 e. Provide firm, uniform bedding. 21 1) Additional bedding may be required if ground water is present in the 22 trench. 23 2) If additional crushed rock is required which is not specifically identified in 24 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 25 price. 26 £ Place pipe on the bedding according to the alignment shown on the Drawings. 27 g. The pipe line shall be within: 28 1) ±1 inch of the elevation on the Drawings for 30-inch and larger water lines 29 h. Place and compact embedment material to adequately support haunches in 30 accordance with the pipe manufacturer's recommendations. 31 i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall 32 not exceed the spring line prior to compaction. 33 j. Place remaining embedment, including initial backfill, to a minimum of 6 34 inches, but not more than 12 inches, above the pipe. 35 k. Where gate valves are present, the initial backfill shall extend to up to the valve 36 nut. 37 1. Compact the embedment and initial backfill to 95 percent Standard Proctor 38 ASTM D 698. 39 in. Density test may be performed by City to verify that the compaction of 40 embedment meets requirements. 41 n. Place trench geotextile fabric on top of the initial backfill. 42 o. Place marker tape on top of the trench geotextile fabric in accordance with 43 Section 33 05 26. 44 4. Sanitary Sewer Lines and Storm Sewer Lines (HDPE) 45 a. The entire embedment zone shall be of uniform material. 46 b. Crushed rock shall be used for embedment. 47 c. Place evenly spread bedding material on a firm trench bottom. 48 d. Spread bedding so that lines and grades are maintained and that there are no 49 sags in the sanitary sewer pipe line. CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised December 12, 2016 Papeejccisl03181047-1912-0 Wrk Pred12-3 SPEMPTNALSDivision 33\33 05 10_Utility Trench Excavation, Embedment and BneHILdoc i 3305 10-15 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 15 of 21 1 e. Provide firm, uniform bedding. 2 1) Additional bedding may be required if ground water is present in the 3 trench. 4 2) If additional crushed rock is required which is not specifically identified in 5 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 6 price. 7 £ Place pipe on the bedding according to the alignment shown in the Drawings. 8 g. The pipe line shall be within f0.1 inches of the elevation, and be consistent 9 with the grade shown on the Drawings. 10 h. Place and compact embedment material to adequately support haunches in 11 accordance with the pipe manufacturer's recommendations. 12 i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not 13 exceed the spring line prior to compaction. 14 j. Place remaining embedment including initial backfill to a minimum of 6 inches, 15 but not more than 12 inches, above the pipe. 16 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 17 ASTM D 698. 18 1. Density test may be performed by City to verify that the compaction of 19 embedment meets requirements. 20 in. Place trench geotextile fabric on top of the initial backfill. 21 n. Place marker tape on top of the trench geotextile fabric in accordance with 22 Section 33 05 26. 23 5. Storm Sewer (RCP) 24 a. The bedding and the pipe zone up to the spring line shall be of uniform 25 material. 26 b. Crushed rock shall be used for embedment up to the spring line. 27 c. The specified backfill material may be used above the spring line. 28 d. Place evenly spread bedding material on a firm trench bottom. 29 c. Spread bedding so that lines and grades are maintained and that there are no 30 sags in the storm sewer pipe line. 31 f. Provide firm, uniform bedding. 32 1) Additional bedding may be required if ground water is present in the 33 trench. 34 2) If additional crushed rock is required which is not specifically identified in 35 the Contract Documents, then crushed rock shall be paid by the pre -bid unit 36 price. 37 g. Place pipe on the bedding according to the alignment of the Drawings. 38 h. The pipe line shall be within +-0.1 inches of the elevation, and be consistent 39 with the grade, shown on the Drawings. 40 i. Place embedment material up to the spring line. 41 1) Place embedment to ensure that adequate support is obtained in the haunch. 42 j. Compact the embedment and initial backfill to 95 percent Standard Proctor 43 ASTM D 698. 44 k. Density test may be performed by City to verify that the compaction of 45 embedment meets requirements. 46 1. Place trench geotextile fabric on top of pipe and crushed rock. 47 6. Storm Sewer Reinforced Concrete Box 48 a. Crushed rock shall be used for bedding. 49 b. The pipe zone and the initial backfill shall be: CITY OF FORT WORTH Meadow lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 FAprnjects103181047-1952-0 Wrk Prod12-3 SPECSIFINAUDivision 3303 05 10_ti ility Trench Excavation, Embedment and Backfill.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 330510-16 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 16 of 21 1) Crushed rock, or 2) Acceptable backfill material compacted to 95 percent Standard Proctor density c. Place evenly spread compacted bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the storm sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. £ Fill the annular space between multiple boxes with crushed rock, CLSM according to 03 34 13. g. Place pipe on the bedding according to the alignment of the Drawings. h. The pipe shall be within t0.1 inches of the elevation, and be consistent with the grade, shown on the Drawings. i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM D698. 7. Water Services (Less than 2 Inches in Diameter) a. The entire embedment zone shall be of uniform material. b. Utility sand shall be generally used for embedment. c. Place evenly spread bedding material on a firm trench bottom. d. Provide firm, uniform bedding. e. Place pipe on the bedding according to the alignment of the Plans. f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 8. Sanitary Sewer Services a. The entire embedment zone shall be of uniform material. b. Crushed rock shall be used for embedment. c. Place evenly spread bedding material on a firm trench bottom. d. Spread bedding so that lines and grades are maintained and that there are no sags in the sanitary sewer pipe line. e. Provide firm, uniform bedding. 1) Additional bedding may be required if ground water is present in the trench. 2) If additional crushed rock is required which is not specifically identified in the Contract Documents, then crushed rock shall be paid by the pre -bid unit price. f. Place pipe on the bedding according to the alignment of the Drawings. g. Place remaining embedment, including initial backfill, to a minimum of 6 inches, but not more than 12 inches, above the pipe. h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. i. Density test may be required to verify that the compaction meets the density requirements. E. Trench Backfill 1. At a minimum, place backfill in such a manner that the required in -place density and moisture content is obtained, and so that there will be no damage to the surface, pavement or structures due to any trench settlement or trench movement. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 0I829 Revised December 12, 2016 FAprojects103161047-1912-U Wrk ProdU-3 SPUSTINAUDivision 33M 05 10 Utility Trench Excavation, Embedment and Backfill.doe 3305 10 -17 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 17 of21 1 a. Meeting the requirement herein does not relieve the responsibility to damages 2 associated with the Work. 3 2. Backfill Material 4 a. Final backfill depth less than 15 feet 5 1) Backfill with: 6 a) Acceptable backfill material 7 b) Blended backfill material, or 8 c) Select backfill material, CSS, or CLSM when specifically required 9 b. Final backfill depth 15 feet or greater: (under pavement or future pavement) 10 1) Backfill depth from 0 tol5 feet deep 11 a) Backfill with: 12 (1) Acceptable backfill material 13 (2) Blended backfill material, or 14 (3) Select backfill material, CSS, or CLSM when specifically required 15 2) Backfill depth from 15 feet and greater 16 a) Backfill with: 17 (1) Select Fill 18 (2) CSS, or 19 (3) CLSM when specifically required 20 c. Final backfill depth 15 feet or greater: not under pavement or future pavement) 21 1) Backfill with: 22 a) Acceptable backfill material, or 23 b) Blended backfill material 24 d. Backfill for service lines: 25 1) Backfill for water or sewer service lines shall be the same as the 26 requirement of the main that the service is connected to. 27 3. Required Compaction and Density 28 a. Final backfill (depths less than 15 feet) 29 1) Compact acceptable backfill material, blended backf111 material or select 30 backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at 31 moisture content within -2 to +5 percent of the optimum moisture. 32 2) CSS or CLSM requires no compaction. 33 b. Final backfill (depths 15 feet and greater/under existing or future pavement) 34 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 35 ASTM D 698 at moisture content within -2 to +5 percent of the optimum 36 moisture. 37 2) CSS or CLSM requires no compaction. 38 c. Final backfill (depths 15 feet and greater/not under existing or future pavement) 39 1) Compact acceptable backfill material blended backfill material, or select 40 backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at 41 moisture content within -2 to +5 percent of the optimum moisture. 42 4. Saturated Soils 43 a. If in -situ soils consistently demonstrate that they are greater than 5 percent over 44 optimum moisture content, the soils are considered saturated. 45 b. Flooding the trench or water jetting is strictly prohibited. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 F;lprojeoSNOI185047-1-M-0 Wrk PmdQ-3 SPECSITINAL\bivision 3A"3 05 10-Utility Trench Excavation, Embedment and Hadfiltdoc 3305 10 -18 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 18 of 2I 1 c. If saturated soils are identified in the Drawings or Geotechnical Report in the 2 Appendix, Contractor shall proceed with Work following all backfill 3 procedures outlined in the Drawings for areas of soil saturation greater than 5 4 percent. 5 d. If saturated soils are encountered during Work but not identified in Drawings or 6 Geotechnical Report in the Appendix: 7 1) The Contractor shall: 8 a) Immediately notify the City. 9 b) Submit a Contract Claim for Extra Work associated with direction from 10 City. 11 2) The City shall: 12 a) Investigate soils and determine if Work can proceed in the identified 13 location. 14 b) Direct the Contractor of changed backfill procedures associated with 15 the saturated soils that may include: 16 (1) Imported backfill 17 (2) A site specific backfill design 18 5. Placement of Backfill 19 a. Use only compaction equipment specifically designed for compaction of a 20 particular soil type and within the space and depth limitation experienced in the 21 trench. 22 b. Flooding the trench or water setting is strictly prohibited. 23 c. Place in loose lifts not to exceed 12 inches. 24 d. Compact to specified densities. 25 c. Compact only on top of initial backfill, undisturbed trench or previously 26 compacted backfill. 27 f. Remove any loose materials due to the movement of any trench box or shoring 28 or due to sloughing of the trench wall. 29 g. Install appropriate tracking balls for water and sanitary sewer trenches in 30 accordance with Section 33 05 26. 31 6. Backfill Means and Methods Demonstration 32 a. Notify the City in writing with sufficient time for the City to obtain samples 33 and perform standard proctor test in accordance with ASTM D698. 34 b. The results of the standard proctor test must be received prior to beginning 35 excavation. 36 c. Upon commencing of backfill placement for the project the Contractor shall 37 demonstrate means and methods to obtain the required densities. 38 d. Demonstrate Means and Methods for compaction including: 39 1) Depth of lifts for backfill which shall not exceed 12 inches 40 2) Method of moisture control for excessively dry or wet backfill 41 3) Placement and moving trench box, if used 42 4) Compaction techniques in an open trench 43 5) Compaction techniques around structure 44 e. Provide a testing trench box to provide access to the recently backfilled 45 material. 46 f. The City will provide a qualified testing lab full time during this period to 47 randomly test density and moisture continent. 48 1) The testing lab will provide results as available on the job site. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 Flprojects\0319\047-19\2-0 wrk Prod12-3 SPECS\F1NAVDMsion 33\33 05 10_Utility Trmcb Excavation, Embedment and 13ackfill doc r ti 330510 -19 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 19 of21 1 7. Varying Ground Conditions 2 a. Notify the City of varying ground conditions and the need for additional 3 proctors. 4 b. Request additional proctors when soil conditions change. 5 c. The City may acquire additional proctors at its discretion. 6 d. Significant changes in soil conditions will require an additional Means and 7 Methods demonstration. 8 3.5 REPAIR [NOT USED] 9 3.6 RE -INSTALLATION [NOT USED] 10 3.7 FIELD QUALITY CONTROL 11 A. Field Tests and Inspections 12 1. Proctors 13 a. The City will perform Proctors in accordance with ASTM D698. 14 b. Test results will generally be available to within 4 calendar days and distributed 15 to: 16 1) Contractor 17 2) City Project Manager 18 3) City Easpector 19 4) Engineer 20 c. Notify the City if the characteristic of the soil changes. 21 d. City will perform new proctors for varying soils: 22 1) When indicated in the geotechnical investigation in the Appendix 23 2) If notified by the Contractor 24 3) At the convenience of the City 25 e. Trenches where different soil types are present at different depths, the proctors 26 shall be based on the mixture of those soils. 27 2. Density Testing of Backfill 28 a. Density Tests shall be in conformance with ASTM D2922. 29 b. Provide a testing trench protection for trench depths in excess of 5 feet. 30 c. Place, move and remove testing trench protection as necessary to facilitate all 31 test conducted by the City. 32 d. For final backfill depths less than 15 feet and trenches of any depth not under 33 existing or future pavement: 34 1) The City will perform density testing twice per working day when 35 backfilling operations are being conducted. 36 2) The testing lab shall take a minimum. of 3 density tests of the current lift in 37 the available trench. 38 e. For final backfili depths 15 feet and greater deep and under existing or future 39 pavement: 40 1) The City will perform density testing twice per working day when 41 backfilling operations are being conducted. 42 2) The testing lab shall take a minimum of 3 density tests of the current lift in 43 the available trench. 44 3) The testing lab will remain onsite sufficient time to test 2 additional lifts. 45 f. Make the excavation available for testing. 46 g. The City will determine the location of the test. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 FAprojecis503181047-1912-0 Wrk PmdU-3 SPECSTJNABDivision 33133 05 10 Utifity Trench Excavation, Embedment and 13ack5ll.doc 33 05 10 - 20 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACIFILL Page 20 of 21 1 h, The City testing lab will provide results to Contractor and the City's Inspector 2 upon completion of the testing. 3 i. A formal report will be posted to the City's Buzzsaw site within 48 hours. 4 j. Test reports shall include: 5 1) Location of test by station number 6 2) Time and date of test 7 3) Depth of testing 8 4) Field moisture 9 5) Dry density 10 6) Proctor identifier 11 7) Percent Proctor Density 12 3. Density of Embedment 13 a. Storm sewer boxes that are embedded with acceptable backfill material, 14 blended backfill material, cement modified backfill material or select material 15 will follow the same testing procedure as backfill. 16 b. The City may test fine crushed rock or crushed rock embedment in accordance 17 with ASTM D2922 or ASTM 1556, 18 B. Non -Conforming Work 19 1. All non -conforming work shall be removed and replaced. 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING ]NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 T`Aprojects1031 M047- M2-0 Wrk Pmd12-3 SPECSTMAUDivision 33133 C5 10_Utibly Trench Excavation, Embedment and Bwkfiltdoc d 5 1 2 33 05 10 - 21 UTILITY TRENCH EXCAVATION, EMBEDMENT, AND BACKFILL Page 21 of 21 Revision Log DATE NAME SUMMARY OF CHANGE 1.2 —Added Item for Concrete Encasement for Utility Lines Various Sections — Revised Depths to Include 15' and greater 12/20/2012 D. Johnson 3.3.A — Additional notes for pavement protection and positive drainage. 3.4.E.2 — Added requirements for backfill of service lines. 3.4.E.5 —Added language prohibiting flooding of trench 1.2.A.3 — Clarified measurement and payment for concrete encasement as per plan 6/18/2013 D. Johnson i quantity 2.2.A — Added language for concrete encasement 12/12/16 Z. Arega 2.2.A. Ld Modify gradation for sand material CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Salutary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 12, 2016 FApwjecis10318\047-19Q-0 Wrk Prod\2-3 SPECSTMAI ADivision 33\33 05 10_U1ibtyTrench Lxcavation, Cmbedment and Back&1l.doc d 33 05 1313.10 - 1 COMPOSITE FRAME, COVER, AND GRADE RINGS Page 1 of 5 1 SECTION 33 05 13.10 2 COMPOSITE FRAME, COVER, AND GRADE RINGS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Compression Molded Composite Frames and Covers used as access ports into 7 sanitary sewer structures such as manholes and junction boxes. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1— General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. This Item is considered subsidiary to the structure containing the frame, cover 18 and grade rings. 19 2. Payment 20 a. The work performed and the materials furnished in accordance with this Item 21 are subsidiary to the unit price bid per each structure complete in place, and no 22 other compensation will be allowed. 23 1.3 REFERENCES 24 A. Reference Standards 25 1. Reference standards cited in this Specification refer to the current reference 26 standard published at the time of the latest revision date logged at the end of this 27 Specification, unless a date is specifically cited. 28 2. American Association of State Highways and Transportation Officials (AASHTO) 29 a. AASHTO HS-25 — AASHTO Highway Bridge Specification: Axial Loading to 30 meet or exceed 21,280 pounds/wheel load 31 b. AASHTO M306 — Standard Specification for Drainage, Sewer, Utility and 32 Related Castings 33 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED) 34 1.5 SUBMITTALS 35 A. Submittals shall be in accordance with Section 0133 00. 36 B. All submittals shall be approved by the Engineer or the City prior to delivery and/or 37 fabrication for specials. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 F.\projcctsN0318\047-1912-0 Wrk PmdU-3 SPECS1MAL\Division 33\33 05 13.10_Frame Cover and Grade flings - Composite.doc 33 05 1313.10 - 2 COMPOSITE FRAME, COVER, AND GRADE RINGS Page 2 of 5 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Product Data 3 1. All moldings shall display: 4 a. Approved Molder 5 b. Molding date 6 c. Wording that material is non-metallic 7 d. Country of origin 8 2. Provide manufacturer's: 9 a. Specifications 10 b. Load tables 11 c. Dimension diagrams 12 d. Anchor details 13 e. Installation instructions 14 B. Certificates 15 1. Manufacturer shall certify that all moldings conform to the ASTM and AASHTO 16 designations. 17 1.7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE [NOT USED] 20 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 112 WARRANTY [NOT USED] 23 PART 2 - PRODUCTS 24 2.1 OWNER -FURNISHED loR] OWNER -SUPPLIED PRODUCTS [NOT USED] 25 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 26 A. Manufacturers 27 1. Only the manufacturers as listed on the City's Standard Products List will be 28 considered as shown in Section 01 60 00 unless otherwise specified on the plans. 29 a. The manufacturer must comply with this Specification and related Sections. 30 2. Any product that is not listed on the Standard Products List is considered a 31 substitution and shall be submitted in accordance with Section 0125 00. 32 B. Moldings 33 1. All composite moldings shall consist of a thermosetting resin matrix blended and/or 34 combined with reinforcing fiber rovings, short fiber filaments, or equivalent 35 nonmetallic reinforcing structures). The thermosetting resin matrix shall be a 36 polymer, vinylester, or a blend of these. The moldings shall be true to pattern in 37 locations affecting their strength and value for the service intended. Before the 38 moldings are removed from the molding operation, they shall be thoroughly 39 deflashed and cleaned at the parting lines, holes, notches and all exposed edges. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 F:lprojum\03181047-1952-0 Wrk Prod12-3 SPEMFINAL\Division 33133 05 13.10 Frame Cover and Grade Rings - Composite.doc 33 05 1313.10 - 3 COMPOSITE FRAME, COVER, AND GRADE RINGS Page 3 of 5 1 2. Use clean molding capable of withstanding application of AASHTO HS-25 vehicle 2 loading with permanent deformation. Composite frames shall have a minimum wall 3 thickness of 0.75 inches in sections exposed to traffic and potential traffic wheel 4 impact. 5 3. Metal reinforcements or metal hinges molded within the composite shall not be 6 permitted. 7 4. All composite moldings shall have UV stabilizers (concentrations from 0.05% to 8 5%) added prior to shaping the product by injection molding. 9 5. Covers 10 a. Composite covers shall be compression molded under high pressures (>0.5 11 tons/sq inch of x-y surface area) and high temperatures (>200 degrees F). 12 Components for locking systems below the cover exposed to sewer 13 environment shall be made of noncorrosive materials such as nonmagnetic 316 14 stainless steel (Austenite) or a polymer. 15 b. Size to set flush with the frame with no larger than a 1/8 inch gap between the 16 frame and cover 17 c. Provide with 2 inch wide pick slots in lieu of pick holes. 18 d. Provide gasket in frame and cover. 19 e. Standard Dimensions 20 1) Sanitary Sewer 21 a) Provide a clear opening of 30 inches for all sanitary sewer frames and 22 cover assemblies unless otherwise specified in the Contract Documents. 23 f. Standard Labels 24 1) Sanitary Sewer 25 a) Cast lid with the word "SANITARY SEWER' in 1-1/2-inch 26 (minimum) or 2-inch (maximum) letters across the lid. 27 g. Hinge Covers 28 1) Hinged covers shall be double -hinged allowing a minimal 180° full 29 opening. 30 2) Provide water tight gasket on all hinged covers. 31 3) Sanitary Sewer 32 a) Provide hinged covers for all manholes or structures constructed over 33 all sewer lines. 34 C. Grade Rings 35 1. Provide grade rings in sizes from 2-inch up to 8-inch. 36 2. Use concrete in traffic loading areas. 37 D. Joint Sealant 38 1. Provide a pre -formed or trowelable bitumastic sealant in an extrudable or flat tape 39 form. 40 2. Provide sealant that is not dependent upon a chemical action for its adhesive 41 properties or cohesive strength. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 P:lprojeas1031$1047-19Q-0 Wrk ProdU-3 SPECS FENALWivision 3333 05 I3.10_Frame Cover and Grade Rings - Composite.doc 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 5 C 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 33 05 1313.10 - 4 COMPOSITE FRAME, COVER, AND GRADE RINGS Page 4 of 5 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Grade Rings 1. Place as shown in the water and sanitary sewer City Standard Details. 2. Clean surfaces of dirt, sand, mud or other foreign matter before placing sealant. 3. Seal each grade ring with sealant specified in this Specification and as shown on the City Standard Details. B. Frame and Cover 1. Sanitary Sewer a. For sanitary sewer structures install frame, cover and grade rings in accordance with applicable City Standard Detail, 2. Hinge Cover a. Provide hinge cover on all manhole covers. C. Joint Sealing 1. Seal frame, grade rings and structure with specified sealant. D. Concrete Collar 1. Provide concrete collar around all frame and cover assemblies. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 FaproiectsW31 M047-19U-0 Wrk ProdQ-3 SPECSTWAL\Nvisim 33\33 05 13_10_Fmme Cover and Grade Rings - Composite.doc h 33 05 1313.10 - 5 COMPOSITE FRAME, COVER, AND GRADE RINGS Page 5 of 5 1 3.5 REPAIR / RESTORATION [NOT USED] 2 3.6 RE -INSTALLATION [NOT USED] 3 3.7 FIELD [opt] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH Meadow Ickes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 1':lprojmtA03181047-1912-0 Wrk PmdV-3 SPECSMNALWivision 3R33 05 13.1 D_Fr c Cover and Grade Rings - Composile.doe 330514-1 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page I of 7 1 SECTION 33 05 14 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO 3 GRADE 4 PART 1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Vertical adjustments to manholes, drop inlets, valve boxes, cathodic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None, 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division 1 — General Requirements 15 3. Section 32 01 17 — Permanent Asphalt paving Repair 16 4. Section 32 0129 — Concrete Paving Repair 17 5, Section 33 05 10 —Utility Trench Excavation, Embedment and Backfill 18 6. Section 33 05 13 — France, Cover and Grade Rings 19 7. Section 33 39 10 — Cast -in -Place Concrete Manholes 20 8. Section 33 39 20 — Precast Concrete Manholes 21 9. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 22 10, Section 33 12 21 -- AWWA Rubber -Seated Butterfly Valve 23 11. Section 33 04 11 — Corrosion Control Test Station 24 12. Section 33 04 12 — Magnesium Anode Cathodic Protection System 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Manhole — Minor Adjustment 28 a. Measurement 29 1) Measurement for this Item shall be per each adjustment using only grade 30 rings or other minor adjustment devices to raise or lower a manhole to a 31 grade as specified on the Drawings. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item will be paid for at the unit price bid per each "Manhole Adjustment, 35 Minor" completed. 36 c. The price bid shall include: 37 1) Pavement removal 38 2) Excavation 39 3) Hauling CrrY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 rAprojectsW3181047-1912-0 Wrk Prod52-3 SPL'CS1T MALOivision 3M33 05 14_Adjwiing Manholes, itilets, Valve Boxes, and Other Sirociurea to GradeA" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 3305 14 - 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE. Page 2 of 7 4) Disposal of excess material 5) Grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 2. Manhole - Major Adjustment a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade as specified on the Drawings. b. Payment 1) The work performed and the materials famished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Reuse of the existing manhole frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up 3. Manhole - Major Adjustment with Frame and Cover a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to raise or lower a manhole to a grade specified on the Drawings or structural modifications for a manhole requiring anew frame and cover, often for changes to cover diameter. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Manhole Adjustment, Major w/ Cover" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications, grade rings or other adjustment device 6) Frame and cover 7) Furnishing, placing and compaction of embedment and backfill 8) Concrete base material 9) Permanent asphalt patch or concrete paving repair, as required 10) Clean-up CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECWICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 P: pmjecis103181047-1912-0 Wrk Prod12-3 SPECSI NAUDivision 33N33 05 14_Adjusting Manholes, Wets, Valve Boxes, and Other Structures to Grade.doc 330514-3 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 3 of 7 1 4. Inlet 2 a. Measurement 3 1) Measurement for this Item shall be per each adjustment requiring structural 4 modifications to inlet to a grade specified on the Drawings. 5 b. Payment 6 1) The work performed and the materials furnished in accordance with this 7 Item will be paid for at the unit price bid per each "Inlet Adjustment" 8 completed. 9 c. The price bid shall include: 10 1) Pavement removal 11 2) Excavation 12 3) Hauling 13 4) Disposal of excess material 14 5) Structural modifications 15 6) Furnishing, placing and compaction of embedment and backfill 16 7) Concrete base material, as required 17 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 18 required 19 9) Clean-up 20 5. Valve Box 21 a. Measurement 22 1) Measurement for this Item shall be per each adjustment to a grade specified 23 on the Drawings. 24 b. Payment 25 1) The work performed and the materials fitrnished in accordance with this 26 Item will be paid for at the unit price bid per each "Valve Box Adjustment" 27 completed. 28 c. The price bid shall include: 29 1) Pavement removal 30 2) Excavation 31 3) Hauling 32 4) Disposal of excess material 33 5) Adjustment device 34 6) Furnishing, placing and compaction of embedment and backfill 35 7) Concrete base material, as required 36 8) Surface restoration, permanent asphalt patch or concrete paving repair, as 37 required 38 9) Clean-up 39 6. Cathodic Protection Test Station 40 a. Measurement 41 1) Measurement for this Item shall be per each adjustment to a grade specified 42 on the Drawings. 43 b. Payment 44 1) The work performed and the materials furnished in accordance with this 45 Item will be paid for at the unit price bid per each "Cathodic Protection 46 Test Station Adjustment" completed. 47 c. The price bid shall include: 48 1) Pavement removal 49 2) Excavation CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F %projccts103181047-19U-0 Wrk Pron-3 SPECSTINAUDivision 33W 05 14_Adjusting Manholes, InIeLs, Valve Boxes, and Other Strocrwr to GradeAuc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 3305 14 - 4 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 4 of 7 3) Hauling 4) Disposal of excess material 5) Adjustment device 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 7. Fire Hydrant a. Measurement 1) Measurement for this Item shall be per each adjustment requiring stem extensions to meet a grade specified by the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Fire Hydrant Stem Extension" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Adjustment materials 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material, as required 8) Surface restoration, permanent asphalt patch or concrete paving repair, as required 9) Clean-up 8. Miscellaneous Structure This Item is intended for a unique structure, Bid Item Should include details to identify the specific structure (i.e. Miscellaneous Structure Adjustment, Sta. 1 +00) a. Measurement 1) Measurement for this Item shall be per each adjustment requiring structural modifications to said structure to a grade specified on the Drawings. b. Payment 1) The work performed and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Miscellaneous Structure Adjustment" completed. c. The price bid shall include: 1) Pavement removal 2) Excavation 3) Hauling 4) Disposal of excess material 5) Structural modifications 6) Furnishing, placing and compaction of embedment and backfill 7) Concrete base material 8) Permanent asphalt patch or concrete paving repair, as required 9) Clean-up CrrY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 1':Iproiects103181047-19\2-0 Wrk Prod12-3 SPECSIF7NAJ,"visien 33133 05 14_Adjusting Manholes, Inlets, Valve Boxvs, and Olher Stntctures to Crrade.dec A 330514-5 ADJUSTING MANHOLES, INLET'S, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 5 of 7 1 1.3 REFERENCES 2 A. Definitions 3 1. Minor Adjustment 4 a. Refers to a small elevation change performed on an existing manhole where the 5 existing frame and cover are reused. 6 2. Major Adjustment 7 a. Refers to a significant elevation change performed on an existing manhole 8 which requires structural modification or when a 24-inch ring is changed to a 9 30-inch ring. 10 B. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification, unless a date is specifically cited. 14 2. Texas Commission on Environmental Quality (TCEQ): 15 a. Title 30, Part 1, Chapter 217, Subchapter C, Rule 217.55 — Manholes and 16 Related Structures. 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 21 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 28 2.2 MATERIALS 29 30 31 32 33 34 35 A. Cast -in -Place Concrete 1. See Section 03 30 00. B. Modifications to Existing Concrete Structures 1. See Section 03 80 00. C. Grade Rings 1. See Section 33 05 13. D. Frame and Cover CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Sprajecis5031a1047-1912-0 Wrk ProdT2-3 SPECSTPINAL1Division 33T33 05 l4_Adjusting Manholes, Ucts, Valve Boxes, and Other Slrocto to Grade,doc 330514-6 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 6 of 7 1 1. See Section 33 05 13. 2 E. Backfill material 3 1. See Section 33 05 10. 4 F. Water valve box extension 5 1. See Section 33 12 20. 6 G. Corrosion Protection Test Station 7 1. See Section 33 04 11. 8 H. Cast -in -Place Concrete Manholes 9 1. See Section 33 39 10. 10 1. Precast Concrete Manholes 11 1. See Section 33 39 20. 12 2.3 ACCESSORIES [NOT USED] 13 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION 15 3.1 INSTALLERS [NOT USED] 16 3.2 EXAMINATION 17 A. Verification of Conditions 18 1. Examine existing structure to be adjusted, for damage or defects that may affect 19 grade adjustment. 20 a. Report issue to City for consideration before beginning adjustment. 21 3.3 PREPARATION 22 A. Grade Verification 23 1. On major adjustments confirm any grade change noted on Drawings is consistent 24 with field measurements. 25 a. If not, coordinate with City to verify final grade before beginning adjustment. 26 3.4 ADJUSTMENT 27 A. Manholes, Inlets, and Miscellaneous Structures 28 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 29 30-inch frame and cover assembly per TCEQ requirement. 30 2. On manhole major adjustments, inlets and miscellaneous structures protect the 31 bottom using wood forms shaped to fit so that no debris blocks the invert or the 32 inlet or outlet piping in during adjustments. 33 a. Do not use any more than a 2-piece bottom. 34 3. Do not extend chimney portion of the manhole beyond 24 inches. 35 4. Use the least number of grade rings necessary to meet required grade. 36 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch 37 rings. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojec1s\03181047-1912-0 Wrk Prcd12-3 SPE.CSTINALWivision 33133 05 14_Adjusiing MaLholes, Inlets, Valve Boxes, and Other Stmetnres to Caade.doc 330514-7 ADJUSTING MANHOLES, INLETS, VALVE BOXES, AND OTHER STRUCTURES TO GRADE Page 7 of 7 1 B. Valve Boxes 2 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 3 the Drawings. 4 C. Backfill and Grading 5 1. Backfill area of excavation surrounding each adjustment in accordance to Section 6 3305 10. 7 D. Pavement Repair 8 1. If required pavement repair is to be performed in accordance with Section 32 01 17 9 or Section 32 0129. 10 3.5 REPAIR / RESTORATION [NOT USED] 11 3.6 RE -INSTALLATION [NOT USED] 12 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A — Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and cover; Added 12/20/2012 D. Johnson items to be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4 — Pavement repair requirements were added 21 t CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer linprovetnents STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:%projccts103181047-1912-0 Wrk Prod12-3 SPECSIFINALWivision 33133 05 14_Adjustiug Manholes, Inlets, Valve Boxes, and Other Structures to Grade.doc n 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 33 05 17 CONCRETE COLLARS 330517-1 CONCRETE COLLARS Page 1 of 3 5 A. Section Includes: 6 1. Concrete Collars for Manholes 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 11 Contract 12 2. Division 1 — General Requirements 13 3. Section 03 30 00 — Cast -In -Place Concrete 14 4. Section 03 80 00 — Modifications to Existing Concrete Structures 15 5. Section 33 05 13 — Frame, Cover, and Grade Rings 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Manhole 19 a. Measurement 20 1) Measurement for this Item shall be per each. 21 b. Payment 22 1) The work performed and the materials furnished in accordance with this 23 Item shall be paid for at the unit price bid per each "Concrete Collar" 24 installed. 25 c. The price bid will include: 26 1) Concrete Collar 27 2) Excavation 28 3) Forms 29 4) Reinforcing steel (if required) 30 5) Concrete 31 6) Backfill 32 7) Pavement removal 33 8) Hauling 34 9) Disposal of excess material 35 10) Placement and compaction of backfill 36 11) Clean-up 37 12) Additional pavement around perimeter of concrete collar as required for 38 rim adjustment on existing manhole. 39 CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F_lprgjeo 1031 SW47-1952-0 W k Pwd�2-3 SPECSTMAUDivisim 33133 05 17 Concrete Collars.doc 3305 17-2 CONCRETE COLLARS Page 2 of 3 1 1.3 REFERENCES 2 A. Reference Standards 3 J. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. ASTM International (ASTM): 7 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating. 8 b. D4259, Standard Practice for Abrading Concrete. 9 1.4 ADMINISTRATIVE. REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 19 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS 19 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 20 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 21 A. Materials 22 1. Concrete — Conform to Section 03 30 00. 23 2. Reinforcing Steel — Conform to Section 03 2100. 24 3. Frame and Cover — Conform to Section 33 05 13. 25 4. Grade Ring — Conform to Section 33 05 13. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION 31 A. Evaluation and Assessment CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projmt No. 01829 Revised December 20, 2012 F_lprojecis1031ST47-19U-0Wrk Pred12-3 SPECS\FII+TAL\Division 33L33 05 17 Concrete Collars doc 330517-3 CONCRETE COLLARS Page 3 of 3 1 1. Verify lines and grades are in accordance to the Drawings. 2 3.3 PREPARATION [NOT USED] 3 3.4 INSTALLATION 4 A. Final Rim Elevation 5 1. Install concrete grade rings for height adjustment. 6 a. Construct grade ring on load bearing shoulder of manhole. 7 b. Use sealant between rings as shown on Drawings. 8 2. Set frame on top of manhole or grade rings using continuous water sealant. 9 3. Remove debris, stones and dirt to ensure a watertight seal. 10 4. Do not use steel shims, wood, stones or other unspecified material to obtain the 11 final surface elevation of the manhole frame. 12 3.5 REPAIR / RESTORATION [NOT USED] 13 3.6 RE -INSTALLATION ]NOT USED] 14 3.7 FIELD QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] l 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 END OF SECTION 23 24 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1. I.A.2 — Blue text added to clarify where concrete collars are to be installed. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Hprojects103185047-1912-0 Wyk Prod12-3 SPECSTINAL1Division 33"3 05 17 Concrete Collars.doc I 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 33 05 20 AUGER BORING 330520-1 AUGER BORING Page l of 7 5 A. Section Includes: 6 1. Minimum requirements for auger boring using 48-inch and smaller casing pipe with 7 lengths less than 350 feet at the locations shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 15 4. Section 33 05 22 — Steel Casing Pipe 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Measurement 19 a. This Item is considered subsidiary to steel casing pipe construction. 20 2. Payment 21 a. The work performed and materials furnished in accordance with this Item are 22 subsidiary to the unit price bid per linear foot of By Other Than Open Cut to be 23 complete in place, and no other compensation will be allowed. 24 1.3 REFERENCES 25 A. Reference Standards 26 1. Reference standards cited in this Specification refer to the current reference 27 standard published at the time of the latest revision date logged at the end of this 28 Specification, unless a date is specifically cited. 29 2. Occupational Safety and Health Administration (OSHA) 30 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 31 1926, Subpart S, Underground Construction and Subpart P, Excavation. 32 1.4 ADMINISTRATIVE REQUIREMENTS 33 A. Pre -installation 34 1. Provide written notice to the City at least 3 workings days in advance of the 35 planned launch of auger boring operations. CITY OF FORT WORTH Meadow Lakes and Jenki.n Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:IprojecisW 1 M047-19V2-0 Wrk Prod12-3 SPECSONAL1Division 3303 05 20 Auger Boring.doc 330520-2 AUGER BORING Page 2 of 7 1 1.5 SUBMITTALS 2 A. Submittals shall be in accordance with Section 0133 00. 3 B. All submittals shall be approved by the City prior to delivery. 4 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE 8 A. Qualifications 9 1. Contractor 10 a. All boring work shall be performed by an experienced subcontractor or 11 Contractor who has at least 5 years of experience in performing tunneling work 12 and has completed at least 5 boring projects of similar diameter and ground 13 conditions. 14 1) At least 1 of the projects shall have an individual boring length equal to or 15 greater in length than the longest tunnel on this project. 16 2) Submit details of referenced projects including owner's name and contact 17 information, project superintendent and machine operators. 18 b. The project superintendent shall have at least 5 years of experience supervising 19 boring construction. 20 1) The Contractor may be required to submit details of referenced project 21 including owner's name, contact information and project superintendent. 22 c. The site safety representative and personnel responsible for air quality 23 monitoring shall be experienced in tunnel construction and shall have current 24 certification by OSHA. 25 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 111 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY [NOT USED] 28 PART 2 - PRODUCTS 29 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 30 2.2 MATERIALS 31 A. Description. 32 1. Steel Casing Pipe shall be in accordance with Section 33 05 22. 33 2. Tunnel Liner Plate is not permitted for use with Auger Boring. 34 B. Design Criteria 35 1. Design excavation methods and spoil conveyance system for the fall range of 36 ground conditions described in the Geotechnical Reports anticipated 37 2. Tolerance CITY OF FORT WORTH Meadow Lakes and Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised .December 20, 2012 F 1pmjectsNO3I81047-1912-0 WA PmdQ-3 SPECS\FINAL1Divisioa 33133 05 20_Augu t1o6ig.doc 330520-3 AUGER BORING Page 3 of 7 1 a. Pressurized Carrier pipe 2 1) Lateral or vertical variation in the final position of the pipe casing from the 3 line and grade established by the Drawings shall be permitted only to the 4 extent of linch in 10 feet provided that such variation shall be regular and 5 only in the direction that will not detrimentally affect the function of the 6 carrier pipe and clearances from other underground utilities or structures. 7 b. Gravity Carrier Pipe 8 1) Lateral variation in the final position of the pipe casing from the lime and 9 grade established by the Drawings shall be permitted only to the extent of 10 1 inch in 10 feet provided that such variation shall be regular and only in the 11 direction that will not detrimentally affect the function of the carrier pipe 12 and clearances from other underground utilities or structures. 13 2) Grades shown on Drawings must be maintained vertically. 14 3. Use methods and equipment that control surface settlement and heave above the 15 pipeline to prevent damage to existing utilities, facilities and improvements. 16 a. Limit any ground movements (settlement/heave) to values that shall not cause 17 damage to adjacent utilities or surface features (i.e. pavement, structures, 18 railroad tracks, etc.) 19 b. Repair any damage caused by ground movements at no cost to the City. 20 20 ACCESSORIES [NOT USED] 21 2.4 SOURCE QUALITY CONTROL [NOT USE, 22 PART 3 - EXECUTION 23 3.1 INSTALLERS [NOT USED] 24 3.2 EXAMINATION [NOT USED] 25 3.3 PREPARATION 26 A. Boring shall not begin until the following have been completed: 27 1. Review of available utility drawings and location of conduits and underground 28 utilities in all areas where excavation is to be performed. 29 a. Notify the applicable one -call system prior to any excavation to avoid 30 interference with the existing conduits and utilities in accordance with Division 31 1. 32 1) Repair damage to existing utilities resulting from excavation at no 33 additional cost to the City. 34 b. Follow notification requirements of permit provider where applicable. 35 2. Complete pit excavations and support systems for each drive in accordance with the 36 requirements of the Specifications. 37 3.4 INSTALLATION 38 A. General 39 1. Immediately notify the City if any problems are encountered with equipment or 40 materials or if the Contractor believes the conditions encountered are materially and 41 significantly different than those represented within the Contract Documents. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F;lprojecis50318N047-19\2-0 Wrk ProdV-3 SPECSIANAL\Division AM3 05 20 Auger Boring.doc 330520-4 AUGER BORING Page 4 of 7 1 2. Where pipe is required to be installed under railroad embankments or under 2 highways, streets or other facilities, construction shall be performed in such a 3 manner so as to not interfere with the operation of the railroad, street, highway or 4 other facility, and so as not to weaken or damage any embankment or structure. 5 3. During construction operations, fumish and maintain barricades and lights to 6 safeguard traffic and pedestrians until such time as the backfill has been completed 7 and then remove from the site. 8 4. Properly manage and dispose of groundwater inflows to the shafts in accordance 9 with requirements of specifications and all permit conditions. 10 a. Discharge of groundwater inflow into sanitary sewers is not allowed without 11 proper approval and permits. 12 5. Furnish all necessary equipment, power, water and utilities for tunneling, spoil 13 removal and disposal, grouting and other associated work required for the methods 14 of construction. 15 6. Promptly clean up, remove and dispose of any spoil or slurry spillage. 16 7. Do not disturb roadways, railroads, canal channels, adjacent structures, landscaped 17 areas or existing utilities. 18 a. Any damage shall be immediately repaired to original or better condition and to 19 the satisfaction of the Engineer or permit grantor at no additional cost to the 20 City. 21 8. Whenever there is a condition that is likely to endanger the stability of the 22 excavation or adjacent structures, operate with a full crew 24 hours a day, including 23 weekends and holidays, without interruption, until those conditions no longer 24 jeopardize the stability of the Work. 25 9. Notify the Texas One Call system (800-245-4545) to request marking of utilities by 26 utility owners / operators that subscribe to One Call, and shall individually notify 27 all other known or suspected utilities to request marking of these utilities. 28 a. Confirm that all requested locates are made prior to commencing boring 29 operations. 30 b. Visually confirm and stake necessary existing lines, cables, or other 31 underground facilities including exposing necessary crossing utilities and 32 utilities within 10 feet laterally of the designed tunnel. 33 c. Control drilling and grouting practices to prevent damage to existing utilities. 34 B. Boring Methods 35 1. Tunnel liner plate shall not be used for auger boring. 36 2. The Contractor shall be fully responsible for insuring the methods used are 37 adequate for the protection of workers, pipe, property and the public and to provide 38 a finished product as required. 39 3. Blasting is not allowed. 40 C. Pits and Trenches 41 1. If the grade of the pipe at the end is below the ground surface, suitable pits or 42 trenches shall be excavated for the purpose of conducting the jacking operations 43 and for placing end joints of the pipe. CITY OF FORT WORTH Meadow lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. Ol 829 Revised December 20, 2012 FAprojec003181047-BU-0 Wrk ProdV-3 SPECSTINADDivision 33W 05 20_Auger Boring.doc 330520-5 AUGER BORING Page 5 of 7 1 2. Wherever end trenches are cut in the sides of the embankment or beyond it, such 2 work shall be sheeted securely and braced in a manner to prevent earth from caving 3 in. 4 3. The location of the pit shall meet the approval of the City. 5 4. The pits of trenches excavated to facilitate these operations shall be backfilled in 6 accordance with Section 33 05 10 immediately after the casing and carrier pipe 7 installation has been completed. 8 D. Boring 9 1. Install steel casing pipe by boring hole with the earth auger and simultaneously 10 jacking pipe into place. 11 2. The boring shall proceed from a pit provided for the boring equipment and 12 workmen. 13 3. Pilot Hole, required for 24-inch and larger casings 14 a. By this method an approximate 2-inch hole shall be bored the entire length of 15 the crossing and shall be checked for line and grade on the opposite end of the 16 bore from the work pit. 17 b. This pilot hole shall serve as the centerline of the larger diameter hole to be 18 bored. 19 c. Other methods of maintaining line and grade on the casing may be approved if 20 acceptable to the Engineer. 21 d. Placed excavated material near the top of the working pit and disposed of as 22 required.. 23 1) If no room is available, immediate haul off is required. 24 4. The use of water or other fluids in connection with the boring operation will be 25 permitted only to the extent required to lubricate cuttings. 26 a. Jetting or sluicing will not be permitted. 27 5. In unconsolidated soil formations, a gel -forming colloidal drilling fluid consisting 28 of at least 10 percent of high grade carefully processed bentonite may be used to: 29 a. Consolidate cuttings of the bit 30 b. Seal the walls of the hole 31 c. Furnish lubrication for subsequent removal of cuttings and installation of the 32 pipe immediately thereafter 33 6. Allowable variation from the line and grade shall be as specified in this 34 Specification. 35 7. All voids in excess of 2 inches between bore and outside of casing shall be pressure 36 grouted. 37 E. Contact Grouting 38 1. Contact grout any voids caused by or encountered during the boring. 39 a. Modify equipment and procedures as required to avoid recurrence of excessive 40 settlements or damage. 41 F. Control of Line and Grade 42 1. Monitor line and grade continuously during boring operations. 43 a. Record deviation with respect to design line and grade once at each casing 44 joint. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City project No. 0 182 9 Revised December 20, 2012 P:lprojects103181047-1912-0 Wrk Prod\2-3 SPECS44NAUDivisiou 33\33 05 20_Auger Boriug.doc 330520-6 AUGER BORING Page 6 of 7 1 2. If the pipe installation does not meet the specified tolerances, correct the 2 installation, including any necessary redesign of the pipeline or structures and 3 acquisition of necessary easements. 4 3.5 CLEANUP AND RESTORATION 5 A. After completion of the boring, all construction debris, spoils, oil, grease and other 6 materials shall be removed from the pipe, pits and all work areas. 7 B. Restoration shall follow construction as the Work progresses and shall be completed as 8 soon as reasonably possible. 9 1. Restore and repair any damage resulting from surface settlement caused by shaft 10 excavation or boring. 11 2. Any property damaged or destroyed shall be restored to a condition equal to or 12 better than existing prior to construction. 13 3. Restoration shall be completed no later than 30 days after boring is complete, or 14 earlier if required as part of a permit or casement agreement. 15 4. This provision for restoration shall include all property affected by the construction 16 operations. 17 3.6 RE -INSTALLATION [NOT USED] 18 3.7 SITE QUALITY CONTROL 19 A. Field Tests and Inspections 20 1. Allow access to the City and furnish necessary assistance and cooperation to aid in 21 the observations, measurements, data and sample collection, including, but not 22 limited to the following: 23 a. The City shall have access to the boring system prior to, during and following 24 all boring operations. 25 b. The City shall have access to the tunneling shafts prior to, during and following 26 all boring operations. 27 1) This shall include, but not be limited to, visual inspection of installed pipe 28 and verification of line and grade. 29 2) The Contractor shall provide safe access in accordance_ with all safety 30 regulations. 31 c. The City shall have access to spoils removed from the boring excavation prior 32 to, during and following all boring operations. 33 1) The City shall be allowed to collect soil samples from the muck buckets or 34 spoil piles a minimum of once every 10 feet and at any time when changes 35 in soil conditions or obstructions are apparent or suspected. 36 B. Safety 37 1. The Contractor is responsible for safety on the job site. 38 a. Perform all Work in accordance with the current applicable regulations of the 39 Federal, State and local agencies. 40 b. In the event of conflict, comply with the more restrictive applicable 41 requirement. 42 2. No gasoline powered equipment shall be permitted in receiving shafts/pits. CITY OF FORT WORTH Meadow Lakes and .Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 20I2 FAprojvcts103181047-1912-0 Wrk Prod12-3 SPECSIFINAUDivision 33133 05 20_Amper Boring.doc 330520-7 AUGER BORING Page 7 of 7 1 a. Diesel, electrical, hydraulic, and air powered equipment are acceptable, subject 2 to applicable local, State and Federal regulations. 3 3. Furnish and operate a temporary ventilation system in accordance with applicable 4 safety requirements when personnel are underground. 5 a. Perform all required air and gas monitoring. 6 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 7 atmosphere free of toxic or flammable gasses in all underground work areas. 8 4. Perform all work in accordance with all current applicable regulations and safety 9 requirements of the Federal, State and Local agencies. 10 5. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, 11 Underground Construction and Subpart P, Excavations. 12 a. In the event of conflict, comply with the more stringent requirements. 13 6. If personnel will enter the pipe during construction, the Contractor shall develop an 14 emergency response plan for rescuing personnel trapped underground in a shaft 15 excavation or pipe. 16 a. Keep on -site all equipment required for emergency response in accordance with 17 the agency having jurisdiction. 18 3.8 SYSTEM STARTUP [NOT USED] 19 3.9 ADJUSTING [NOT USED] 20 3.10 CLEANING [NOT USED] 21 3.11 CLOSEOUT ACTIVITIES [NOT USED] 22 3.12 PROTECTION [NOT USED] 23 3.13 MAINTENANCE [NOT USED] 24 314 ATTACHMENTS [NOT USED] 041 26 27 END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Faprojects103IM047-1912-0 Wyk Pro&2-3 SPECSSPINALWivisim 33133 05 20_Auger Bnring.doc 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 33 05 21 TUNNEL LINER PLATE 330521-1 TUNNEL LINER PLATE Page I of 5 5 A. Section Includes: 6 1. Minimum requirements for manufacturing, furnishing and transporting Tunnel 7 Liner Plate to be used for excavation support as installed By Other than Open Cut at 8 the locations shown on the Drawings 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division I — General Requirements 15 3, Section 33 05 23 —Hand Tunneling 16 4. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 17 1.2 PRICE AND PAYMENT PROCEDURES 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Measurement and Payment a. Measurement 1) Measured horizontally along the surface for the length of Tunnel Liner Plate installed b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Casing/Tunnel Liner Plate, By Other than Open Cut" installed for: a) Various Sizes 2) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Tunnel Liner Plate, By Other than Open Cut" installed for: a) Various Sizes c. The price bid shall include: 1) Furnishing and installing Tunnel Liner Plate as specified by the Drawings 2) Mobilization 3) Launching shaft 4) Receiving shaft 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 0I829 Revisod December 20, 2012 Faprojec[s1031 M047-1952-0 Wrk Prod12-3 SPI;CSIFrXAL1Division 33V3 05 21_Tnnnel Liner Plate doe 33 05 21 -2 TUNNEL LINER PLATE Page 2 of 5 1 9) Furnishing, placement, and compaction of backfill 2 10) Clean-up 31.3 REFERENCES 4 A. Reference Standards 5 1. Reference standards cited in this Specification refer to the current reference 6 standard published at the time of the latest revision date logged at the end of this 7 Specification, unless a date is specifically cited. 8 2. American Association of State Highway and Transportation Officials (AASHTO) 9 a. LRFD, Bridge Design Manual, Section 12.13 10 b. M190, Bituminous -Coated Corrugated Metal Culvert Pipe and Pipe Arches. 11 3. American Society of Testing and Materials (ASTM): 12 a. A123, Standard Specification for Zinc (Hot- Dip Galvanized) Coating on Iron 13 and Steel Products. 14 b. Al53, Standard Specification for Zinc Coating (Hot Dip) on Iron and Steel 15 Hardware. 16 c. A1011, Standard Specification for Steel, Sheet and Strip, Hot -Rolled, Carbon, 17 Structural, High -Strength Low -Alloy and High -Strength Los -Alloy with 18 Improved Formability, and Ultra -High Strength. 19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 20 1.5 SUBMITTALS 21 A. Submittals shall be in accordance with Section 01 33 00. 22 B. All submittals shall be approved by the City prior to delivery. 23 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 24 A. Product Data 25 1. Tunnel Liner Plate and fasteners 26 a. Material data 27 2. Exterior Coating 28 a. Material data 29 b. Field touch-up procedures 30 3. Grout Mix 31 a. Material data 32 B. Shop Drawings 33 1. Submit calculations for the design of the Tunnel Liner Plate sealed by a Licensed 34 Engineer in the State of Texas. 35 2. Detailed plan for grouting the void space on the exterior of the Tunnel Liner Plate 36 3. Grout coupling location and spacing CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cit y Project No. 01829 Revised December 20, 2012 F:lpmjects103181047-1912-0 Wrk Prod12-3 SPFCSIFINP.LDivision 33V33 05 21 Tunnel Liner Plale doc 330521 -3 TUNNEL LINER PLATE Page 3 of 5 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING 5 A. Deliver, handle and store Tunnel Liner Plate in accordance with the Manufacturer's 6 recommendations to protect coating systems. 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 2.2 MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 0160 00, and/or as specified herein. a. The manufacturer must comply with this Specification and related Sections. b. Manufactured by Contech Construction Products, Inc., American Commercial Inc., or approved equal. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Design Criteria a. 'Manufacturer to design Tunnel Liner Plate in accordance with the methods and criteria as specified in AASHTO LRFD, Bridge Design Manual, Section 12.13. b. Soil parameters shall be determined by the Tunnel Liner Plate Manufacturer. c. AIlow a maximum deflection of 3 percent. d. Thickness of the Tunnel Liner Plate specified herein is the minimum acceptable and shall be increased as necessary to obtain adequate joint strength, stiffness, buckling strength and resistance to deflection. C. Materials 1. Tunnel Liner Plate a. Provide new, corrugated metal Tunnel Liner Plates made from steel sheets conforming to the requirements of ASTM Al 011. 1) Potable and Reclaimed Water carrier pipe a) Galvanized (1) Plate to be galvanized with zinc coating in accordance with ASTM A123 with the following exception: (a) Zinc shall be applied at a rate of 2.0 ounces per square foot on each side. b) Coated CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Ptroject No. 01829 Revised December 20, 2012 F:4projectsW181047-1912-0 W k Pr10&2-3 SPEMANALWivision 33\33 05 21_'hmnel Liner Plawdoc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 330521-4 TUNNEL LINER PLATE Page 4 of 5 (1) Plate to be coated with a bituminous coating meeting the performance requirements of AASHTO M190 (2) Uniformly coat pipe inside and out to minimum thickness of 0.05 inches, measured on crests of corrugations. 2) Sanitary Sewer carrier pipe a) Galvanized (1) Plate to be galvanized with zinc coating in accordance with ASTM A123 with the following exception: (a) Zinc shall be applied at a rate of 2.0 ounces per square foot on each side. b. Tunnel Liner Plates and fasteners shall comply with the requirements of AASHTO LRFD, Bridge Design Manual, Section 12.13. 1) Liner plates shall be punched for bolting on both longitudinal and circumferential seams and fabricated to permit complete erection from the inside of the tunnel. 2) Bolts and nuts shall be galvanized to conform to ASTM A153. 3) Where groundwater is encountered gasketed liner plates shall be used. 4) Plates shall be of uniform fabrication and those intended for 1 size tunnel shall be interchangeable. 5) Field welding of Tunnel Liner Plate, including grout couplings shall not be allowed. 6) The material used for the construction of these plates shall be new, unused and suitable for the purpose intended. 7) Minimum thickness of Tunnel Liner Plate shall be as follows*: 2-Flanged Liner I 4-Flanged Liner Tunnel Plate Thickness Plate Thickness Diameter (gauge) I (gauge) (inches) Bury Depth: 8 feet -- 16 feet 48 14 12 54 14 12 60 14 11 66 12 10 72 12 8 Greater than 72 Project Specific Project Specific Design Design *The information in the above table is based on the following assumptions: AASHTO Section 16: "Steel Tunnel Liner Plates", H2O loading angle of 0 and bury depth of 8 feet to 16 feet. For projects not meeting these assumptions, a specific design should be performed to determine the appropriate thickness for the liner plate. 2. Casing Insulators a. Casing insulators shall be used for this project. in accordance with Section 33 05 24. CITY OF FORT WORTH Meadow Lakes and Je kin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Cit y Project No. 01829 Revised December 20, 2012 rAprojects103181047-1912-0 Wrk Prod12-3 SPFC8TLNAL Division 33\33 05 21 7hnnel Liner Plae.doc 33 05 21 -5 TUNNEL LINER PLATE Page 5 of 5 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. Tunnel Liner Plate shall be installed in accordance with appropriate portions of Section 9 33 05 23. 10 B. Carrier pipe shall be installed inside Tunnel Liner Plate in accordance with I 1 Section 33 05 24. 12 C. Contact grouting of the annulus outside the Tunnel Liner Plate shall be performed in I3 accordance with Section 33 05 23. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE l 2/20/2012 D. Johnson 1.3.A.3 — AASHTO reference updated to current publication 26 CITY OF FORT WORTH Meadow Lakes and Jenkii) Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. OI$29 Revised December 20, 2012 HprojectM03181097-M2-0 Wrk PradU-3 SPIECS\MALDivision 3303 05 2 t Tunnel Lmer Plate.doc 1 2 3 PART 1- GENERAL a 1Nlu_._:_ SECTION 33 05 22 STEEL CASING PIPE 33 05 22 - 1 STEEL CASING PIPE Page 1 of 6 5 A. Section Includes: 6 1. Minimum requirements for manufacturing, fimushing and transporting Steel Casing 7 Pipe to be installed by Open Cut or By Other than Open Cut at the locations shown 8 on the Drawings 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division 1 — General Requirements 15 3. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfili 16 4. Section 33 05 20 -- Auger Boring 17 5. Section 33 05 23 — Hand Tunneling 18 6. Section 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 19 1.2 PRICE AND PAYMENT PROCEDURES 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Measurement and Payment 1. Open Cut a. Measurement 1) Measured horizontally along the surface for length of Steel Casing Pipe installed b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Casing, By Open Cut" installed for: a) Various Sizes c. The price bid shall include: 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 2) Mobilization 3) Pavement removal 4) Excavation 5) Hauling 6) Disposal of excess material 7) Furnishing, placement, and compaction of embedment 8) Furnishing, placement, and compaction of backfill 9) Clean-up 2. By Other than Open Cut CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised December 20, 2012 F:\prqjects\03 181047-1912-0 Wrk Prod12-3 SPFCSIFINAL\Division 33133 05 22—Steel Casing Pipe.doc 330522-2 STEEL CASING PIPE Page 2 of 6 1 a. Measurement 2 1) Measured horizontally along the surface for length of Steel Casing Pipe 3 installed 4 b. Payment 5 1) The work performed and :materials fumished in accordance with this Item 6 and measured as provided under "Measurement" will be paid for at the unit 7 price bid per linear foot of "Casing/Tunnel Liner Plate, By Other than Open 8 Cut" installed for: 9 a) Various Sizes 10 2) The work performed and materials furnished in accordance with this Item 11 and measured as provided under "Measurement" will be paid for at the unit 12 price bid per linear foot of "Casing, By Other than Open Cut" installed for: 13 a) Various Sizes 14 c. The price bid shall include: 15 1) Furnishing and installing Steel Casing Pipe as specified by the Drawings 16 2) Mobilization 17 3) Launching shaft 18 4) Receiving shaft 19 5) Pavement removal 20 6) Excavation 21 7) Hauling 22 8) Disposal of excess material 23 9) Furnishing, placement, and compaction of backfill 24 10) Clean-up 25 1.3 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. ASTM International (ASTM): 31 a. A139, Standard Specification for Electric -Fusion (Arc) -Welded Steel Pipe 32 (NPS Sizes 4 and Over). 33 3. American Water Works Association (AWWA): 34 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 35 Enamel and Tape - Hot Applied, 36 JA ADMINISTRATIVE REQUIREMENTS [NOT USED] 37 1.5 SUBMITTALS 38 A. Submittals shall be in accordance with Section 01 33 00. 39 B. All submittals shall be approved by the City prior to delivery. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Product Data 42 1. Exterior Coating 43 a. Material data CITY OF FORT WORTH Meadow Lakes and Jenkin heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised December 20, 2012 F:lprgjects1031M047-1912-0 Wrk Prod12-3 SPECSIFINAL1Division 33133 05 22_Steel Casing Pipe.doc I 330522-3 STEEL CASING PIPE Page 3 of 6 1 b. Field touch-up procedures 2 2. Interior Coating 3 a. Material data 4 b. Field touch-up procedures 5 B. Shop Drawings 6 1. No shop drawings required for Auger Boring 7 2. For Tunneling, provide the following: 8 a. Furnish details for Steel Casing Pipe outlining the following: 9 1) Grout/lubrication ports 10 2) Joint details 11 3) Other miscellaneous items for furnishing and fabricating pipe 12 b. Submit calculations in a neat, legible format that is sealed by a Licensed 13 Professional Engineer in Texas, consistent with the information provided in the 14 geotechnical report, and includes: 15 1) Calculations confirming that pipe jacking capacity is adequate to resist the 16 anticipated jacking loads for each crossing with a minimum factor of safety 17 of 2 18 2) Calculations confirming that pipe capacity is adequate to safely support all 19 other anticipated loads, including earth and groundwater pressures, 20 surcharge loads, and handling loads 21 3) Calculations confirming that jointing method will support all loading 22 conditions 23 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY, STORAGE, AND HANDLING 27 A. Delivery, Handling, and Storage 28 1. Prior to delivery of the pipe, end/internal bracing shall be furnished and installed, 29 as recommended by the manufacturer, for protection during shipping and storage. 30 2. Deliver, handle and store pipe in accordance with the Manufacturer's 31 recommendations to protect coating systems. 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USE, 34 PART 2 - PRODUCTS 35 21 OWNER -FURNISHED foal OWNER-SUPPLIEDPRODUCTS [NOT USED] 36 2.2 MATERIALS 37 A. Design Criteria CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Iprojects103181047-1912-0 Wrk Prod12-3 SPECSIFINAL1Division 33\33 05 22_Steel Casing Pipe.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 330522-4 STEEL CASING PIPE Page 4 of 6 1. The Contractor is frilly responsible for the design of Steel Casing Pipe that meets or exceeds the design requirements of this Specification and that is specifically designed for installation by the intended trenchless method. 2. For Steel Casing Pipe utilized for tunneling projects, consider the following: a. Design of the casing pipe shall account for all installation and service loads including: 1) Jacking loads 2) External groundwater and earth loads 3) Traffic loads 4) Practical consideration for handling, shipping and other construction operations 5) Any other live or dead loads reasonably anticipated b. Design shall be sealed and signed by a registered Professional Engineer licensed in the State of Texas. c. The allowable jacking capacity shall not exceed 50 percent of the minimum steel yield stress. 3. Steel Casing Pipe shall have a minimum wall thickness as follows: Casing Pipe Diameter Minimum Wall Thickness (inches) (inches) 14 —18 .3125 (5/16) 20 — 24 .375 (318) 26 — 32 .5 (112) 34 — 42 .625 (5/8) 44 — 48 .6875 (11/16) Greater than 48 Project specific design 4. Steel Casing Pipe shall be provided with inside diameter sufficient to efficiently install the required carrier pipe with casing spacers as required in Section 33 05 24. a. Allowable casing diameters are shown on the Drawings for each crossing. 5. Furnish in lengths that are compatible with Contractor's shaft sizes and allowable work areas. 6. Random segments of pipe will not be permitted for straight runs of casing. a. Closing piece segments, however, shall be acceptable. 7. When required by installation method, provide grout/lubricant ports along the pipe at intervals of 10 feet or less. a. Ports and fittings shall be attached to the pipe in a manner that will not materially affect the strength of the pipe nor interfere with installation of carrier pipe. b. Plugs for scaling the fittings shall be provided by the Contractor and shall be capable of withstanding all external and internal pressures and loads without leaking. B. Materials 1. Provide new, smooth -wall, carbon steel pipe conforming to ASTM A139, Grade B. 2. Dimensional Tolerances CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojmts10318\047-19\2-0 Wrk Prod12-3 SPECS\FiNALlbivision 33\33 05 22_Steel Casing Pipe.doc 330522-5 STEEL CASING PIPE Page 5 of 6 1 a. Furnishing and installing Steel Casing Pipe with dimensional tolerances that are 2 compatible with performance requirements and proposed installation methods 3 that meet or exceed the specific requirements below: 4 1) Minimum wall thickness at any point shall be at least 87.5 percent of the 5 nominal wall thickness. 6 2) Outside circumference within 1.0 percent or 3/4 inch of the nominal 7 circumference, whichever is less. 8 3) Outside diameter of the pipe shall be within 1/8 inch of the nominal outside 9 diameter. 10 4) Roundness such that the difference between the major and minor outside 11 diameters shall not exceed 0.5 percent of the specified nominal outside 12 diameter or 1/4 inch, whichever is less. I3 5) Maximum allowable straightness deviation of 1/8 inch in any 10-foot 14 length. 15 3. All steel pipe shall have square ends. 16 a. The ends of pipe sections shall not vary by more than 1/8 inch at any point from 17 a true plane perpendicular to the axis of the pipe and passing through the center 18 of the pipe at the end. 19 b. When pipe ends have to be beveled for welding, the ends shall be beveled on 20 the outside to an angle of 35 degrees with a tolerance of f 2% degrees and with 21 a width of root face 1/16 inch f 1/32 inch. 22 4. Steel Casing Pipe shall be fabricated with longitudinal weld seams. 23 a. All girth weld seams shall be ground flush. 24 C. Finishes 25 1. Provide inside and outside of Steel Casing Pipe with a coal -tar protective coating in 26 accordance with the requirements of AWWA C203. 27 a. Touch up after field welds shall provide coating equal to those specified above. 28 2.3 ACCESSORIES [NOT USED] 29 2.4 SOURCE QUALITY CONTROL [NOT USED] 30 PART 3 - EXECUTION 31 3.1 INSTALLERS [NOT USED] 32 3.2 EXAMINATION [NOT USED] 33 3.3 PREPARATION [NOT USED] 34 35 36 37 38 39 40 41 3.4 INSTALLATION A. Install Steel Casing Pipe for By Other than Open Cut in accordance with Section 33 05 20 or Section 33 05 23. Install Steel Casing Pipe for Open Cut in accordance with Section 33 05 10. 1. Steel Casing Pipe connections shall be achieved by full penetration field butt welding or an integral machine press -fit connection (Permalok or equal) prior to installation of the pipe, depending on the type of carrier pipe. 2. Allowable joint types for each crossing are shown on the Drawings. CITY OF FORT WORTH Meadow Lakes and .Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojects103181047-I912-0 Wrk ProdU-3 SPECSIFINAL1Division 33\33 05 22_Steel Casing Pipe.doc 330522-6 STEEL CASING PIPE Page 6 of 6 1 3. Field butt welding a square end piece of steel pipe to a 35 degree beveled end of 2 steel pipe is acceptable. 3 4. Integral machined press -fit connections shall be installed in accordance with the 4 manufacturer's installation procedures and :recommendations. 5 B. Carrier pipe shall be installed inside Steel Casing Pipe in accordance with 6 Section 33 05 24. 7 C. Contact grouting of the annulus outside the casing pipe shall be performed in 8 accordance with Section 33 05 23 or Section 33 05 20. 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USE, 11 3.7 FIELD[OR] SITE QUALITY CONTROL [NOT USED] 12 3.8 SYSTEM STARTUP [NOT USED] 13 3.9 ADJUSTING [NOT USED] 14 3.10 CLEANING [NOT USED] 15 3.11 CLOSEOUT ACTIVITIES [NOT USED] 16 3.12 PROTECTION [NOT USED] 17 3.13 MAINTENANCE [NOT USED] 18 3.14 ATTACHMENTS [NOT USED] 19 END OF SECTION 20 21 Revision Log DATE NAME SUMMARY OF CHANGE I2/2012012 D. Johnson 2.2•A — Formatting modified to apply thickness requirements for all casing installation methods CITE! OF FORT WORTH Meadow lakes and 7eakin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Iprojects103181047-1912-0 Wrk Prod12-3 SPECSIFINAL1Division 33133 05 22_Steel Casing Pipe.doc r I 1 2 3 PARTI- GENERAL 4 1.1 SUMMARY SECTION 33 05 23 HAND TUNNELING 33 05 23 - 1 HAND TUNNELING Page 1 of 10 5 A. Section Includes: 6 1. Minimum requirements for Hand Tunneling using tunnel liner plate or casing pipe 7 at the locations shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1, Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 05 21 — Tunnel Liner Plate I5 4. Section 33 05 22 — Steel Casing Pipe 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Measurement 19 a. This Item is considered subsidiary to Tunnel Liner Plate or Steel Casing Pipe 20 installation. 21 2, Payment 22 a. The work performed and materials furnished in accordance with this Item are 23 considered subsidiary the unit price bid per linear foot of By Other than Open 24 Cut installation of Tunnel Liner plate or Steel Casing to be completed in place, 25 and no other compensation will be allowed. 26 1.3 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. American Association of State Highway and Transportation Officials (AASHTO): 32 a. HB-17, Standard Specifications for Highway Bridges. 33 3. Occupational Safety and Health Administration (OSHA) 34 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 35 1926, Subpart S, Underground Construction and Subpart P, Excavation. 36 1.4 ADMINISTRATIVE REQUIREMENTS 37 A. Pre -installation CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Spyojects103185047-191 -0 Wyk Pyod12-3 SPEMT-TNALWivision 33133 05 23 Ha-d TI inneling.dm 33 05 23 -2 HAND TUNNELING Page 2 of 10 1 1. The Contractor shall provide written notice to the City at least 72 hours in advance 2 of the planned launch of tunneling operations. 3 1.5 SUBMITTALS 4 A. Submittals shall be in accordance with Section 0133 00. 5 B. All submittals shall be approved by the City prior to delivery. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 A. Shop Drawings l . Submit the following, when required by the Contract Documents: a. Detailed description of the methods and equipment to be used in completing each reach of tunnel b. Description of the survey methods that will be used to ensure that the tunnel is advanced as shown on the Drawings and within the line and grade tolerances specified c. Shaft layout drawings 1) Detailing dimensions and locations of all equipment, including overall work area boundaries, crane, front-end loader, forklift, spoil stockpiles, spoil hauling equipment, pumps, generator, pipe storage area, tool trailer or containers, fences, and staging area 2) Shaft layout drawings will be required for all shaft locations and shall be to scale, or show correct dimensions. 3) Layout such that all equipment and operations shall be completely contained within the allowable construction areas shown on the Drawings d. Schedule in accordance with Division 1 to include the following activities as independent items: 1) Mobilization 2) Shaft excavation and support 3) Water control at shafts 4) Working slab construction 5) Thrust wall construction 5) Tunneling 7) Shaft backfill 8) Site restoration 9) Cleanup 10) Demobilization 2. For all projects, provide the following for Contact Grouting: a. Contact Grouting (outside of casing) Work Plan and Methods including: 1) Grouting methods 2) Details of equipment 3) Grouting procedures and sequences including: a) Injection methods b) Injection pressures c) Monitoring and recording equipment d) Pressure gauge calibration data e) Materials 4) Grout mix details including: a) Proportions CITY OF FORT WORTH Meadow Ickes and 3enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojeas10378\047-19V-0 Wyk Pro&23 SPECS\F1NA0Divi8i0n 33133 05 23_Hmd Tuweling.doe 330523-3 HAND TUNNELING Page 3 of 10 I b) Admixtures including: 2 (1) Manufacturer's literature 3 (2) Laboratory test data verifying the strength of the proposed grout 4 mix 5 (3) Proposed grout densities 6 (4) Viscosity 7 (5) Initial set time of grout 8 (a) Data for these requirements shall be derived from trial batches 9 from an approved testing laboratory. 10 5) Submit a minimum of 3 other similar projects where the proposed grout 11 mix design was used. 12 6) Submit anticipated volumes of grout to be pumped for each application and 13 reach grouted. 14 B. Daily Records 15 1. Submit samples of the tunneling logs or records to be used at least 7 days prior to 16 beginning Hand Tunneling. 17 2. Submit daily records to the City's Inspector by noon on the day following the shift 18 for which the data or records were taken. 19 3. Daily records shall include: 20 a. Date 21 b. Time 22 c. Name of operator 23 d. Tunnel drive identification 24 e. Installed liner ring and corresponding tunnel length 25 £ Time required to tunnel each ring 26 g. Time required to set subsequent ring 27 h. Spoil volumes (muck carts per liner ring and estimated volume of spoil in each 28 muck cart) 29 i. Grout volumes and pressures 30 j. Soil conditions, including occurrences of unstable soils and estimated 31 groundwater inflow rates, if any 32 k. Line and grade offsets 33 1. Any movement of the guidance system 34 In. Problems encountered during tunneling 35 n. Durations and reasons for delays 36 o. Manually recorded observations made: 37 1) At intervals of not less than 2 every 5 feet 38 2) As conditions change 39 3) As directed by the City and/or Engineer 40 1.7 CLOSEOUT SUBMITTALS [NOT USED] 41 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 42 1.9 QUALITY ASSURANCE 43 A. Qualifications CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojcc1s503181047-1952-0 Wrk PradV-3 SPECFWWAUDMsinn 33533 05 23_Hand Tunnelmg.doc 33 05 23 -4 HAND TUNNELING Page 4 of 10 1 1. Failure to meet the qualification requirements is failure to fulfill the Contract and 2 the Contractor will be required to obtain a subcontractor that meets the qualification 3 requirements. 4 2. Contractor 5 a. All tunneling work shall be performed by an experienced subcontractor or 6 Contractor who has at least 5 years of experience in performing tunneling work 7 and has completed at least 5 projects of similar diameter in similar ground 8 conditions. 9 3. All Work by the Contractor shall be done in the presence of the City unless the City 10 grants prior written approval to perform such work in City's absence. 11 4. The Contractor shall allow access to the City and/or Engineer and shall furnish 12 necessary assistance and cooperation to aid in the observations, measurements, data 13 and sample collection including, but not limited to, the following: 14 a. The City and/or Engineer shall have access to the tunneling system prior to, 15 during and following all tunneling operations. 16 b. The City and/or Engineer shall have access to the tunneling shafts prior to, 17 during and following all tunneling operations. 18 1) This shall include, but not be limited to, visual inspection of installed pipe 19 and verification of line and grade. 20 2) The Contractor shall provide safe access in accordance with all safety 21 regulations. 22 c. The City and/or Engineer shall have access to spoils removed from the tunnel 23 excavation prior to, during and following all tunneling operations. 24 1) The City shall be allowed to collect soil samples from the muck buckets or 25 spoil piles a minimum of once every 10 feet and at any time when changes. 26 in soil conditions or obstructions are apparent or suspected. 27 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 28 1.11 FIELD [SITE] CONDITIONS [NOT USED] 29 1.12 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS 31 32 33 34 35 36 37 38 39 40 41 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Description 1. Tunnel Liner Plate shall be in accordance with Section 33 05 21. 2. Casing Pipe shall be in accordance with Section 33 05 22. B. Design Criteria 1. Design excavation methods and spoil conveyance system for the full range of ground conditions described in the Geotechnical Reports 2. Tolerance a. Accurately maintain the face of the excavation inside the tunnel so as to allow the absolute minimum of void space outside the casing/liner plate. CITY OF FORT WORTH Meadow bakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised Deccmber 20, 2012 P:Vpm3eclsV03181047-19\2-0 Wrk Prodi2-3 SPE"\F NALIDivision 33133 05 23_H=d Tumeling.dec l 330523-5 HAND TUNNELING Page 5 of 10 1 b. Maintain a maximum of inch tolerance between the outside of the 2 casing/liner plate and the excavation wherever possible. 3 c. The tunnel diameter shall not be greater than 2 inches larger than the 4 casing/liner outer diameter (O.D.). 5 3. Use methods and equipment that control surface settlement and heave above the 6 pipeline to prevent damage to existing utilities, facilities and improvements. 7 a. Limit any ground movements (settlement/heave) to values that shall not cause 8 damage to adjacent utilities and facilities. 9 b. Repair any damage caused by ground movements at no cost to the City. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED) 15 3.3 PREPARATION 16 A. Tunneling shall not begin until the following have been completed: 17 1. All required submittals have been made and the City and/or Engineer has reviewed 18 and accepted all submittals. 19 2. Review of available utility drawings and location of conduits and underground 20 utilities in all areas where excavation is to be performed. 21 a. Notify the applicable one -call system prior to any excavation to avoid 22 interference with the existing conduits and utilities. 23 1) Repair damage to existing utilities resulting from excavation at no 24 additional cost to the City. 25 3. Shaft excavations and support systems for each drive completed in accordance with 26 the requirements of the Specifications. 27 4. Site safety representative has prepared a code of safe practices in accordance with 28 OSHA requirements. 29 a. Provide the Engineer and Owner with a copy of each prior to starting shaft 30 construction or tunneling. 31 b. Hold safety meetings and provide safety instruction for new employees as 32 required by OSHA. 33 5. All specified settlement monitoring points have been installed, approved and 34 baselined in accordance with the Contract Documents. 35 B. Verification of Stability 36 1. Confirm that the ground will remain stable without movement of soil or water while 37 the entry/exit location shoring is removed and while the tunnel is launched or 38 received into a shaft. 39 2. Demonstrate that all soils have been stabilized at all tunnel portal locations to: 40 a. Prevent the inflow of weak, running or flowing soils. 41 b. Prevent the inflow of loose rock. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojeds103 J K047-19U-0 Wrk ProdV-3 SPECSTINA \Division 33\33 05 23_Hand Tmneling.doc 330523-6 HAND TUNNELING Page 6 of 10 1 c. Prevent and control groundwater inflows. 2 3.4 INSTALLATION 3 A. Tunnel Methods 4 1. Tunnel liner plate shall not be used where bore or jack methods are used, or where 5 not allowed on the Drawings or permits. 6 2. The Contractor shall be fully responsible to: 7 a. Ensure the methods used are adequate for the protection of workers, pipe, 8 property and the public 9 b. Provide a finished product as required. 10 B. General 11 1. The Contractor shall immediately notify the City, in writing, if and when any 12 problems are encountered with equipment or materials, or if the Contractor believes 13 the conditions encountered are materially and significantly different than those 14 represented within the Contract Documents. 15 2. Properly manage and dispose of groundwater inflows to the shafts in accordance 16 with requirements of Specifications and all permit conditions. 17 a. Discharge of groundwater inflow into sanitary sewers is not allowed without 18 proper approval and permits. 19 3. Furnish all necessary equipment, power, water and utilities for tunneling, spoil 20 removal and disposal, grouting and other associated work required for the methods 21 of construction. 22 4. Promptly clean up. Remove and dispose of any spoil or slurry spillage. 23 5. Whenever there is a condition that is likely to endanger the stability of the 24 excavation or adjacent structures, operate with a full crew 24 hours a day, including 25 weekends and holidays, without interruption, until those conditions no longer 26 jeopardize the stability of the Work. 27 C. Installation with Steel Casing Pipe 28 1. Jack the pipe from the low or downstream end, unless specified otherwise. 29 a. Provide heavy duty jacks suitable for forcing the pipe through the embankment. 30 1) When operating jacks, apply pressure evenly. 31 b. Provide a suitable jacking head and bracing between jacks so that pressure will 32 be applied to the pipe uniformly around the ring of the pipe. 33 c. Provide a suitable jacking frame or back stop. 34 d. Set the pipe to be jacked on guides, properly braced together, to support the 35 section of the pipe and to direct it in the proper line and grade. 36 e. Place the whole jacking assembly so as to line up with the direction and grade 37 of the pipe. 38 f. In general, excavate embankment material just ahead of the pipe and remove 39 material through the pipe. 40 g. Force the pipe through the embankment with jacks into the space excavated. 41 2. The excavation for the underside of the pipe, for at least 1/3 of the circumference of 42 the pipe, shall conform to the contour and grade of the pipe. 43 a. Provide a clearance of not more than 2 inches for the upper half of the pipe. 44 1) This clearance shall be tapered off to 0 at the point where the excavation 45 conforms to the contour of the pipe. CITY OF FORT WORTH Meadow Lakes and Jeakin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F: proiects103181047-1952-0 Wrk Pmd12-3 SPECSIFWAL\1Xvisien 33U3 05 23_Hand Tun diag_dnc 33 05 23 -7 HAND TUNNELING Page 7 of 10 1 b. Extend the distance of the excavation beyond the end of the pipe depending on 2 the character of the material, but do not exceed 2 feet in any case. 3 1) Decrease the distance if the character of the material being excavated 4 makes it desirable to keep the advance excavation closer to the end of the 5 pipe. 6 3. If desired, use a cutting edge of steel plate around the head end of the pipe 7 extending a short distance beyond the end of the pipe with inside angles or lugs to 8 keep the cutting edge from slipping back onto pipe. 9 4. When jacking of pipe has begun, carry on the operation without interruption to 10 prevent the pipe from becoming firmly set in the embankment. l I a. Remove and replace any pipe damaged in the jacking operations. 12 b. The Contractor shall absorb the entire expense. 13 D. Installation with Tunnel Liner Plate 14 1. Install the tunnel liner plates to the limits indicated on the Drawings and as 15 specified in AASHTO BB-17, Section 11-26, Construction of Tunnels Using Steel 16 Tunnel Liner Plates. 17 a. Assemble liner plates into circumferential rings. 18 b. Liner plates shall be of the type to permit segments to be installed completely 19 from inside the tunnel. 20 2. Accurately maintain the face of the excavation inside the tunnel so as to allow the 21 absolute minimum of void space outside the casing/liner plate. 22 a. Maintain a maximum of %2 inch tolerance between the outside of the 23 casing/liner plate and the excavation wherever possible. 24 b. The tunnel diameter shall not be greater than 2 inches larger than the liner O.D. 25 3. Liner plate installation shall proceed as closely as possible behind the excavation. 26 a. Excavation shall at no time be more than 6 inches ahead of the required space 27 to install an individual tunnel liner plate. 28 b. Use breast plates, poling boards or other suitable devices to maintain accurate 29 excavation with the minimum of unsupported excavation at any time. 30 c. Casing/Tunnel liner plate shall not be allowed to deflect vertically during 31 installation. 32 4. Tunneling operations shall control surface settlement and heave above the pipeline 33 to prevent damage to existing utilities, facilities and improvements. 34 a. In no case shall ground movements cause damage to adjacent structures, 35 roadways, or utilities. 36 b. The Contractor shall repair any damage resulting from construction activities, 37 at no additional cost to the City and without extensions of schedule for 38 completion. 39 E. Contact Grouting 40 1. Pressure grout any voids caused by or encountered during the tunneling. 41 a. Modify equipment and procedures as required to avoid recurrence of excessive 42 settlements or damage. 43 2. Install contact grout in the void space between the outside of the casing/tunnel liner 44 and the excavation. 45 a. For tunnel liner plate, install pressure grout mix at the end of each work day or 46 more often, as conditions warrant. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Sproiecis503181047-1912-0 Wrk Prodi2-3 SPECS\nNAL1Divisinn 33133 05 23_11 nd runneling.doe 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 330523-8 HAND TUNNELING Page 8 of 10 3. Install pressure grouting through grout fittings for the casing/tunnel liner plate 48- inches in diameter or larger. a. Grout fittings shall be fabricated into tunnel liner plate at a maximum spacing of 6 feet. b. Remove and plug grout fittings after pressure grouting. 4. Install pressure grout from the low end for all crossings where grout fittings are not used. a. Seal the low end and pressure grout until grout is extruded from the opposite end. F. Control of Line and Grade l . Confirm that all established benchmarks and control points provided for the Contractor's use are accurate. a. Use these benchmarks to furnish and maintain all reference lines and grades for tunneling. b. Use lines and grades to establish the location of the pipe using a laser or theodolite guidance system. c. Submit to the City copies of field notes used to establish all lines and grades and allow the Engineer to check guidance system setup prior to beginning each tunneling drive. d. Provide access for the City to perform survey checks of the guidance system and the line and grade of the carrier pipe on a daily basis during tunneling operations. e. The Contractor remains fully responsible for the accuracy of the work and the correction of it, as required. 2. The casing/tunnel liner shall be installed in accordance with the following tolerances: a. Variations from design line or grade: ± 2 inches maximum 1) If the installation is off line or grade, make the necessary corrections and return to the design alignment and grade at a rate of not more than 1 inch per 25 feet. 3. Monitor line and grade continuously during tunneling operations. a. Record deviation with respect to design line and grade once at each pipe joint and submit records to Engineer daily. 4. If the pipe installation does not meet the specified tolerances, correct the installation, including any necessary redesign of the pipeline or structures and acquisition of necessary easements. G. Obstructions l . If the tunneling operations should encounter an object or condition that impedes the forward progress of the shield, notify the City immediately. 2. Correct the condition and remove, clear or otherwise make it possible for the shield to advance past any objects or obstructions that impede forward progress. 3. Proceed with removal of the object or obstruction by methods submitted by the Contractor and accepted by the City and/or Engineer. 4. Compensation CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised Dee ember 20, 2012 F:\projecis10318\047-1912-0 Wrk Pred12-3 SPECSIFWAI,1Uivision 33133 05 23_Hnnd'Pnnncling.doc 33 05 23 - 9 HAND TUNNELING Page 9 or 10 1 a. The Contractor will receive compensation by change order for removal of 2 obstructions, as defined as metallic debris, reinforced concrete, rocks, whole 3 trees and other hard objects with a maximum dimension larger than 50 percent 4 of the outer diameter of the shield which: 5 1) Cannot be broken up by the cutting tools with diligent effort, and 6 2) Are located partially or wholly within the cross -sectional area of the bore 7 3) Contain utilities or ditch lines located longitudinally within the tunnel 8 horizon 9 b. Payment will be negotiated with the Contractor on a case -by -case basis. 10 c. The City and/or Engineer shall be provided an opportunity to view obstruction 11 prior to removal. 12 1) Any removal process that does not allow direct inspection of the nature 13 and position of the obstruction will not be considered for payment. 14 d. No additional compensation will be allowed for removing, clearing or 15 otherwise making it possible for the shield to advance past objects consisting of 16 cobbles, boulders, wood, reinforced concrete, and other objects or debris with 17 maximum lateral dimensions less than 50 percent of the outer diameter of the 18 shield. 19 3.5 CLEANUP AND RESTORATION 20 A. After completion of the tunneling, all construction debris, spoils, oil, grease and other 21 materials shall be removed from the tunneling pipe, shafts and all work areas. 22 1. Cleaning shall be incidental to the construction. 23 B. Restoration shall follow construction as the Work progresses and shall be completed as 24 soon as reasonably possible. 25 1. Restore and repair any damage resulting from surface settlement caused by shaft 26 excavation or tunneling. 27 2. Any property damaged or destroyed, shall be restored to a condition equal to or 28 better than that to which it existed prior to construction. 29 3. Restoration shall be completed no later than 30 days after tunneling is complete, or 30 earlier if required as part of a permit or easement agreement. 31 4. This provision for restoration shall include all property affected by the construction 32 operations. 33 3.6 RE -INSTALLATION [NOT USED] 34 3.7 SITE QUALITY CONTROL 35 A. Safety 36 1. No gasoline powered equipment shall be permitted in receiving shafts/pits. 37 a. Diesel, electrical, hydraulic and air powered equipment are acceptable, subject 38 to applicable local, State, and Federal regulations. 39 2. Furnish and operate a temporary ventilation system in accordance with applicable 40 safety requirements when personnel are underground. 41 a. Perform all required air and gas monitoring. 42 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 43 atmosphere free of toxic or flammable gasses in all underground work areas. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FApraieos)0318i047-1912-0 Wyk Pmd52-3 SPEC5 MMAUDivision 33133 05 23_11md'rumeling.doc 330523 -10 HAND TUNNELING Page 10 of 10 1 3. Perform all Work in accordance with all current applicable regulations and safety 2 requirements of the Federal, State, and Local agencies. Comply with all applicable 3 provisions of OSHA 29 CFR Part 1926, Subpart S, Underground Construction and 4 Subpart P, Excavations. 5 a. In the event of conflict, comply with the more stringent requirements. 6 4. If personnel will enter the pipe during construction, the Contractor shall develop an 7 emergency response plan for rescuing personnel trapped underground in a shaft 8 excavation or pipe. 9 a. Keep on -site all equipment required for emergency response in accordance with 10 the agency having jurisdiction. 11 3.8 SYSTEM STARTUP [NOT USED] 12 3.9 ADJUSTING [NOT USED] 13 3.10 CLEANING [NOT USED] 14 3.11 CLOSEOUT ACTIVITIES [NOT USED] 15 3.12 PROTECTION [NOT USED] 16 3.13 MAINTENANCE [NOT USED] 17 3.14 ATTACHMENTS [NOT USED] 18 19 20 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Ukes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Sprojects10318N047-1952-0 Wrk Prod12-3 SPECSTINAL1Division 33133 05 23_Amd TunnelingAcc 330524-1 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 1 of 11 ' 1 SECTION 33 05 24 2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for the installation of carrier pipe into steel casings or tunnel liner 7 plate at locations shown on the Drawings 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3, Section 33 0130 — Sewer and Manhole Testing 15 4. Section 33 11 13 - Concrete Pressure Pipe, Bar -Wrapped, Steel Cylinder Type 16 1.2 PRICE AND PAYMENT PROCEDURES r 17 A. Measurement and Payment l 18 1. Installation of Sanitary Sewer Carrier Pipe in Casing/Tunnel Liner Plate 19 a. Measurement 20 1) Measured horizontally along the surface from centerline to centerline of the 21 beginning of the casing/liner to the end of the casing/liner 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under "Measurement" shall be paid for at the 25 unit price bid per linear foot for "Sewer Carrier Pipe" complete in place for: 26 a) Various Sizes 27 c. The price bid shall include: 28 1) Furnishing and installing Sanitary Sewer Main (Pipe) in Casing/Tunnel 29 Liner Plate as specified by the Drawings 30 2) Mobilization 31 3) Grout 32 4) Casing Spacers 33 5) End seals 34 6) Excavation 35 7) Hauling 36 8) Disposal of excess material 37 9) Clean-up 38 2. Installation of Water Carrier Pipe in Casing/Tunnel Liner Plate 39 a. Measurement 40 1) Measured horizontally along the surface from centerline to centerline of the 41 beginning of the casing/liner to the end of the casing/liner Payment CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised June 19, 2013 F:Iprojects103181047-1912-0 Wrk Prod52-3 SPECSSFFNA[ 1Division 33133 05 24_lnstallation o€Carrier Pipe in Casing or Tunnel Liner Plate.doc 330524-2 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 2 of I I 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" shall be paid for at the 4 unit price bid per linear foot for "Water Carrier Pipe" complete in place for: 5 a) Various Sizes 6 c. The price bid shall include: 7 1) Furnishing and installing Water Main (Pipe) in Casing/Tunnel Liner Plate 8 as specified by the Drawings 9 2) Mobilization 10 3) Grout 11 4) Joint restraint 12 5) Casing Spacers 13 6) End seals 14 7) Excavation 15 8) Hauling 16 9) Disposal of excess material 17 10) Clean-up 18 1.3 REFERENCES 19 A. Definitions 20 1. Carrier Pipe: Permanent pipe for operational use that is used to convey flows 21 2. Casing: A steel pipe or tunnel liner installed by trenchless methods that supports the 22 ground and provides a stable underground excavation for installation of the carrier 23 pipe 24 B. Reference Standards 25 1. Reference standards cited in this Specification refer to the current reference 26 standard published at the time of the latest revision date logged at the end of this 27 Specification, unless a date is specifically cited. 28 2. American Society of Testing and Materials (ASTM) 29 a. C39, Standard Test Method for Compressive Strength of Cylindrical Concrete 30 Specimens. 31 b. C109, Standard Test Method for Compressive Strength of Hydraulic Cement 32 Mortars (Using 2-in or [50 mm] Cube Specimens). 33 c. D638, Standard Test Method for Tensile Properties of Plastics. 34 3. International Organization for Standardization (ISO): 35 a. 9001, Quality Management Systems - Requirements. 36 4. Occupational Safety and Health Administration (OSHA) 37 a. OSHA Regulations and Standards for Underground Construction, 29 CFR Part 38 1926, Subpart S, Underground Construction and Subpart P, Excavation.. 39 1.4 ADMINISTRATIVE REQUIREMENTS INOT USED] 40 1.5 SUBMITTALS 41 A. Submittals shall be in accordance with Section 01 33 00. 42 B. All submittals shall be approved by the City prior to delivery. CITY OF FORT WORTH Meadow Lakes and 7enkin heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised June 19, 2013 F:1pro}ects\03151047-1%2-0 Wrk Prod12-3 SPECSIFINAL1Division 33W 05 24_InstaQation of Carrier Pipe in Casing or Tunnel Liner Plate.doc 330524-3 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 3 of 11 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Product Data 3 1. Casing Isolators/Spacers 4 a. Material Data 5 2. Grout Mix 6 a. Material Data 7 B. Shop Drawings 8 1. Required for 24-inch and larger pipe installations 9 2. Submit Work Plan describing the carrier pipe installation equipment, materials and 10 construction methods to be employed. 11 3. Casing Spacers/Isolators 12 a. Detail drawings and manufacturer's information for the casing isolators/Spacers 13 that will be used. 14 1) Include dimension and component materials and documentation of 15 manufacturer's ISO 9001:2000 certification. 16 b. Alternatives to casing spacers/isolators may be allowed by the City on a case- 17 by -case basis. 18 c. For consideration of alternate method, submit a detailed description of method 19 including details. 20 4. End seal or bulkhead designs and Iocations for casing/liners. 21 5. Annular Space (between casing pipe and casing/tunnel liner plate) Grouting Work 22 Plan and Methods including: 23 a. Grouting methods 24 b. Details of equipment 25 c. Grouting procedures and sequences including: 26 1) Injection methods 27 2) Injection pressures 28 3) Monitoring and recording equipment 29 4) Pressure gauge calibration data 30 5) Materials 31 d. Grout mix details including: 32 1) Proportions 33 2) Admixtures including: 34 a) Manufacturer's literature 35 b) Laboratory test data verifying the strength of the proposed grout mix 36 c) Proposed grout densities 37 d) Viscosity 38 e) Initial set time of grout 39 (1) Data for these requirements shall be derived from trial batches from 40 an approved testing laboratory. 41 e. Submit a minimum of 3 other similar projects where the proposed grout mix 42 design was used. 43 f. Submit anticipated volumes of grout to be pumped for each application and 44 reach grouted. CITY OF FORT WORTH Meadow Lakes and Jenkin Heigbts Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised June 19, 2013 Faprojecls1031=47-19V-0 Wrk ProdV2-3 SPECSIF NALWivision 33133 05 24_Installation of Carrier Pipe in Casing nr Tunnel Liner Ptate.doc 330524-4 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 4 of I I 1 g. For pipe installations greater than 36-inches, without hold down jacks or a 2 restrained spacer, provide buoyant force calculations during grouting and 3 measures to prevent flotation. 4 1) Calculations sealed by a licensed Engineer in the State of Texas. 5 h. Description of methods and devices to prevent buckling of carrier pipe during 6 grouting of annular space, if required 7 1.7 CLOSEOUT SUBMITTALS [NOT USED] 8 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 9 1.9 QUALITY ASSURANCE 10 A. Certifications 11 1. Casing isolator/spacer manufacturer shall be certified against the provisions of 12 ISO9001:2000. 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 18 2.2 MATERIALS 19 A. Manufacturers 20 1. Only the manufacturers as listed on the City's Standard Products List will be 21 considered as shown in Section 01 60 00. 22 a. The manufacturer must comply with this Specification and related Sections. 23 2. Any product that is not listed on the Standard Products List is considered a 24 substitution and shall be submitted in accordance with Section 0125 00. 25 3. The Casing Spacers/Isolators shall be new and the product of a manufacturer 26 regularly engaged in the manufacturing of casing spacers/isolators. 27 B. Design Criteria and Materials 28 1. Carrier pipe shall be installed within the horizontal and vertical tolerances as 29 indicated in PART 3 of this Specification, incorporating all support/insulator 30 dimensions required. Diameter Specification (inches) Material Reference Water Line 6-12 DIP (Restrained) 33 11 10 DIP (Restrained) 33 11 10 16-20 AWWA C303 (Restrained) 33 11 13 DIP (Restrained) 33 11 10 AWWA C303 (Restrained) 33 11 13 24 and greater AWWA C301 (Restrained) 33 11 15 Sanitary 8-16 DTP (with Ceramic Epoxy) 33 11 10 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised June 19, 2013 179pmjects103181047-1912-0 Wrk Pwd12-3 SPFCSTINAUDivision 33\33 05 24-Installation of Carrier Pipe in Casing or Tunnel Liner Plate.doe 330524-5 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 5 of I I Sewer Lime PVC C900 DR14 33 31 20 DIP (with Ceramic Epoxy) 33 11 10 18 and greater Fiberglass 3331 13 1 2. Grout of annular space 2 a. For gravity sewer carrier pipe installation: 3 1) Fill all voids between the carrier pipe and the casing or liner with grout. 4 2) All exterior carrier pipe surfaces and all interior casing or liner surfaces 5 shall be in contact with the grout. 6 b. For water line installation: 7 1) No annular space fill will be used. 8 3. Grout Mixes 9 a. Low Density Cellular Grout (LDCC) 10 1) Annular space (between sewer carrier pipe and casing/liner) grout shall be ll LDCC. 12 2) The LDCC shall be portland cement based grout mix with the addition of a 13 foaming agent designed for this application. 14 3) Develop 1 or more grout mixes designed to completely fill the annular 15 space based on the following requirements: 16 a) Provide adequate retardation to completely fill the annular space in 1 17 monolithic pour. 18 b) Provide less than 1 percent shrinkage by'volume. 19 c) Compressive Strength 20 (1) Minimum strength of 10 psi in 24 hours, 300 psi in 28 days 21 d) Design grout mix with the proper density and use proper methods to 22 prevent floating of the carrier pipe. 23 e) Proportion grout to flow and to completely fill all voids between the 24 carrier pipe and the casing or liner. 25 4. End Seals 26 a. Provide end seals at each end of the casing or liner to contain the grout backfill 27 or to close the casing/liner ends to prevent the inflow of water or soil. 28 1) For water piping less than 24-inch diameter, use hard rubber seals, Model 29 PL Link Seal as manufactured by the Thunderline Corporation or approved 30 equal. 31 2) For water piping 24-inch diameter and greater, use pull -on, 1 /8 inch thick, 32 synthetic rubber end seals, Model C, as manufactured by Pipeline Seal and 33 Insulator, Inc. or approved equal. 34 3) For sewer piping, no end seals are required since the annular space between 35 the carrier pipe and the casing will be grouted. 36 b. Design end seals to withstand the anticipated soil or grouting pressure and be 37 watertight to prevent groundwater from entering the casing. 38 5, Casing Spacers/Insulators 39 a. Provide casing spacers/insulators to support the carrier pipe during installation 40 and grouting (where grout is used). 41 1) For concrete pressure pipe, mortar bands may be allowed in lieu of casing 42 spacers/isolators. 43 2) Mortar bands shall be in accordance with Section 33 11 13. 44 b. Casing Spacers/Isolators material and properties: 45 1) Shall be minimum 14 gage CITY OF FORT WORTH Meadow Lakes and Jenkin heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised June 19, 2013 F.lprojeets103181047-19V-0 Wrk Prod12-3 SPECSWINATADMsion 33\33 05 24_Insta@ation of Carrier Pipe in Cm* or Tunnel Liner Plate.doc 330524-6 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 6 of I I 1 2) For water pipe, utilize Stainless Steel. 2 3) For sewer pipe, utilize Coated Steel. 3 4) Suitable for supporting weight of tamer pipe without deformation or 4 collapse during installation 5 c. Provide restrained -style casing spacers to hold all pipes stable during grouting 6 operations and prevent floating or movement. 7 d. , Provide dielectric strength sufficient to electrically isolate each component 8 from one another and from the casing. 9 e. Design risers for appropriate loads, and, as a minimum: 10 1) Provide 10 gage steel risers 11 a) Provide stainless steel bands and risers for water installations. 12 f. Band material and criteria 13 1) Provide polyvinyl chloride inner liner with: 14 a) Minimum thickness of 0.09 inches 15 b) Durometer "A" of 85-90 hardness 16 c) Minimum dielectric strength of 58,000 volts 17 g. Runner material and criteria 18 1) Provide pressure -molded glass reinforced polymer or OF MW with: 19 a) Minimum of 2 inches in width and a minimum of 11 inches in length. 20 2) Attach to the band or riser with 3/8 inch minimum welded steel or stainless 21 steel studs. 22 3) Runner studs and nuts shall be recessed well below the wearing surface of 23 the runner 24 a) Fill recess with a corrosion inhibiting filler. 25 h. Riser height 26 1) Provide sufficient height with attached runner allow a minimum clearance 27 of 2 inches between the outside of carrier pipe bells or couplings and the 28 inside of the casing liner surface. 29 2.3 ACCESSORIES [NOT USED] 30 2.4 SOURCE QUALITY CONTROL [NOT USED] 31 PART 3 - EXECUTION 32 3.1 INSTALLERS [NOT USED] 33 3.2 EXAMINATION [NOT USED] 34 3.3 PREPARATION [NOT USED] 35 3.4 INSTALLATION 36 37 38 39 40 41 42 A. General 1. Carrier pipe installation shall not begin until the following tasks have been completed: a. All required submittals have been provided, reviewed and accepted. b. All casing/liner joints are watertight and no water is entering casing or liner from any sources. c. All contact grouting is complete. CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised June 19, 2013 FAproiee1sN031 E047-1912-0 Wrk Pion-3 SPEC$LFINAL0ivL%iun 33\33 05 24_]nslallation of Carrier Pipe in Casing or 7Lnne11 Liner Plale.doc 330524-7 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 7 of I I 1 d. Casing/liner alignment record drawings have been submitted and accepted by 2 City to document deviations due to casing/liner installation. 3 c. Site safety representative has prepared a code of safe practices and an 4 emergency plan in accordance with applicable requirements. 5 2. The carrier pipe shall be installed within the casings or liners between the limits 6 indicated on the Drawings, to the specified lines and grades and utilizing methods 7 which include due regard for safety of workers, adjacent structures and S improvements, utilities and the public. 9 B. Control of Line and Grade 10 1. Install Carrier pipe inside the steel casing within the following tolerances: 11 a. Horizontal 12 1) + 2 inches from design line 13 b. Vertical 14 1) f 1 inch from design grade 15 2. Check line and grade set up prior to beginning carrier pipe installation. 16 3. Perform survey checks of line -and -grade of carrier pipe during installation 17 operations. 18 4. The Contractor is fully responsible for the accuracy of the installation and the 19 correction of it, as required. 20 a. Where the carrier pipe installation does not satisfy the specified tolerances, 21 correct the installation, including if necessary, redesign of the pipe or structures 22 at no additional cost to City. 23 C. Installation of Carrier Pipe 24 1. Pipe Installation 25 a. Remove all loose soil from casing or liner. 26 b. Grind smooth all rough welds at casing joints. 27 2. Installation of Casing Spacers 28 a. Provide casing spacers, insulators or other approved devices to prevent 29 flotation, movement or damage to the pipe during installation and grout backfill 30 placement. 31 b. Assemble and securely fasten casing spacers to the pipeline to be installed in 32 casings or tunnels. 33 c. Correctly assemble, evenly tighten and prevent damage during tightening of the 34 insulators and pipe insertion. 35 d. Install spacers in accordance with manufacturer's recommendations. 36 e. Install carrier pipe so that there is no metallic contact between the carrier pipe 37 and the casing. 38 £ Carrier pipe shall be installed without sliding or dragging it on the ground or in 39 the casingiliner in a manner that could damage the pipe or coatings. 40 1) If guide rails are allowed, place cement mortar on both sides of the rails. 41 g. Coat the casing spacer runners with a non-corrosive/environmentally safe 42 lubricant to minimize friction when installing the carrier pipe. 43 b. The carrier pipe shall be electrically isolated from the carrier pipe and from the 44 casing. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised June 19, 2013 F:lprojec1s1031 BT47-1912-0 Wrk Prod12-3 SPL"•CSIFINAT.1Division 33\33 05 24_IM1011ation of calmer Pipe iu Casing or Tumel I finer Plalc.doc 330524-8 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 8 of 11 I i. Grade the bottom of the trench adjacent to each end of the casing to provide a 2 firm, uniform and continuous support for the pipe. If the trench requires some 3 backfill to establish the final trench bottom grade, place the backfill material in 4 6-inch lifts and compact each layer. 5 j . After the casing or tunnel liner has been placed, pump dry and maintain dry 6 until the casing spacers and end seals are installed. 7 3. Insulator Spacing 8 a. Maximum distance between spacers is to be 6 feet. 9 b. For 18 and 20 foot long joints, install a minimum of 4 spacers. i0 1) Install 2 spacers within 1 foot on each side of the bell or flange. 11 2) Remaining 2 spacers shall be spaced equally. 12 c. If the casing or pipe is angled or bent, reduce the spacing. 13 d. The end spacer must be within 6 inches of the end of the casing pipe, regardless 14 of size of casing and pipe or type of spacer used. 15 e. Install spacers on PVC pipe at the insertion line to prevent over -insertion of the 16 spigot into the bell. 17 4. After installation of the carrier pipe: 18 a. Mortar inside and outside of the joints, as applicable 19 b. Verify electrical discontinuity between the water carrier pipe and tunnel liner. 20 1) If continuity exists, remedy the short, by all means necessary including 21 removing and reinstalling the carrier pipe, prior to applying cellular grout. 22 c. If hold down jacks or casing spacers are used, seal or plug the ends of the 23 casing. 24 d. If steel pipe is used and not welded prior to installation in casing/liner, welding 25 of pipe will only be allowed after grouting of annular space is complete. 26 D. Installation of End Seals 27 1. For Water Pipes 28 a. Grout end of casing/liner a minimum of 6 inches and a maximum of 12 inches. 29 b. Place pull -on synthetic rubber end seals on the pipe and pull over the end of the 30 casing. Securely fasten with stainless steel bands. 31 2. For Sewer Pipes 32 a. Grout annular space between carrier pipe and casing as indicated in this 33 Specification. 34 E. Annular Space Grouting (For Sewer Only) 35 1. Prepare pipe as necessary to prevent the pipe from floating during grouting 36 operation as necessary. 37 2. Mixing of Grout 38 a. Mix material in equipment of sufficient size to provide the desired amount of 39 grout material for each stage in a single operation. 40 1) The equipment shall be capable of mixing the grout at the required densities 41 for the approved procedure and shall be capable of changing the densities 42 as required by field conditions. 43 3. Backfill Annular Space with Grout 44 a. Prior to filling of the annular space, test the carrier pipe in accordance with 45 Section 33 0130. 46 b. Verify the maximum allowable pressure with the carrier pipe manufacturer and 47 do not exceed this pressure. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised June 19, 2013 F:lprojec1s103181047-1912-0 Wrk Pred12-3 SPEMFITIALIDivision 3Y 33 05 24_Installation of Carrier Pipe in Casing or Tunnel Liner Plaie.doc 330524-9 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 9 of 11 1 c. After the installation of the carrier pipe, the remaining space (all voids) between 2 the casing/liner and the carrier shall be filled with LDCC grout. 3 1) All surfaces of the exterior carrier pipe wall and casing/liner interior shall 4 be in contact with the grout. 5 2) Grout shall be pumped through a pipe or hose. 6 3) Use grout pipes, or other appropriate materials, to avoid damage to carrier 7 pipe during grouting. 8 4. Injection of LDCC Grout 9 a. Grout injection pressure shall not exceed the carrier pipe manufacturer's 10 approved recommendations or 5 psi (whichever is lower). 11 b. Pumping equipment shall be of a size sufficient to inject grout at a volume, 12 velocity and pressure compatible with the size/volume of the annular space. 13 c. Once grouting operations begin, grouting shall proceed uninterrupted, unless 14 grouting procedures require multiple stages. 15 d. Grout placements shall not be terminated until the estimated annular volume of 16 grout has been injected. 17 5. Block the carrier pipe during grouting to prevent flotation during grout installation. 18 6. Protect and preserve the interior surfaces of the casing from damage. 19 3.5 REPAIR / RESTORATION [NOT USED] 20 3.6 RE -INSTALLATION [NOT USED] 21 3.7 FIELD loa] SITE QUALITY CONTROL 22 A. Reports and Records required for pipe installations greater than 48-inches and longer 23 than 350 feet 24 1. Maintain and submit daily logs of grouting operations. 25 a. Include: 26 1) Grouting locations 27 2) Pressures 28 3) Volumes 29 4) Grout mix pumped 30 5) Time of pumping 31 2. Note any problems or unusual observations on logs. 32 B. Grout Strength Tests 33 1. City will perform testing for 24-hour and 28-day compressive strength tests for the 34 cylinder molds or grout cubes obtained during grouting operations. 35 2. City will perform field sampling during annular space grouting. 36 a. City will collect at least I set of 4 cylinder molds or grout cubes for each 100 37 cubic yards of grout injected but not less than 1 set for each grouting shift. 38 b. City will perform 24-hour and 28-day compressive strength tests per ASTM 39 C39 (cylindrical specimens) or ASTM C109 (cube specimens). 40 c. Remaining samples shall be tested as directed by City. 41 C. Safety 42 1. The Contractor is responsible for safety on the job site. 43 a. Perform all Work in accordance with the current applicable regulations of the 44 Federal, State and local agencies. CITY OF FORT WORTH Meadow Lakes and 3ettkin Heights Sanitary Sewer Itnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised June 19,200 Nproiects10 l M47-1912-0 Wrk Prod12-3 SPECMNALOivision 3R33 05 24_Installation of Carrier Pipe in Casing ur Tu cl Liner Plate.doc 330524-10 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 10 of 11 1 b. In the event of conflict, comply with the more restrictive applicable 2 requirement. 3 2. No gasoline powered equipment shall be permitted in jacking shafts and receiving 4 shafts/pits. 5 a. Diesel, electrical, hydraulic and air powered equipment is acceptable, subject to 6 applicable local, State and Federal regulations. 7 3. Methods of construction shall be such as to ensure the safety of the Work, 8 Contractor's and other employees on site and the public. 9 4. Furnish and operate a temporary ventilation system in accordance with applicable 10 safety requirements when personnel are underground. 11 a. Perform all required air and gas monitoring. 12 b. Ventilation system shall provide a sufficient supply of fresh air and maintain an 13 atmosphere free of toxic or flammable gasses in all underground work areas. 14 5. Perform all Work in accordance with all current applicable regulations and safety 15 requirements of the federal, state and local agencies. 16 a. Comply with all applicable provisions of OSHA 29 CFR Part 1926, Subpart S, 17 Underground Construction and Subpart P, Excavations. 18 b. In the event of conflict, comply with the more stringent requirements. 19 6. If personnel will enter the pipe during construction, the Contractor shall develop an 20 emergency response plan for rescuing personnel trapped underground in a shaft 21 excavation or pipe. 22 a. Keep on -site all equipment required for emergency response in accordance with 23 the agency having jurisdiction 24 3.8 SYSTEM STARTUP [NOT USED] 25 3.9 ADJUSTING [NOT USED] 26 3.10 CLEANING [NOT USED] 27 3.11 CLOSEOUT ACTIVITIES [NOT USED] 28 3.12 PROTECTION [NOT USED] 29 3.13 MAINTENANCE [NOT USED] 30 3.14 ATTACHMENTS [NOT USED] 31 END OF SECTION 32 CITE.' OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised .tune 19, 2013 F 1proieots1031 SN047-19U-0 Wrk Pead12-3 SUCSTINAUDivision 33133 05 24_Installation of Cmia Pipc in Casing or Tu el Liner Plate.doc 2 i, 330524-11 INSTALLATION OF CARRIER PIPE IN CASING OR TUNNEL LINER PLATE Page 1 I of 1 I Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 2.2.B.I — Modified minimum water line diameter from 8-inches to 6-inches Added Blue Text for clarification 1. l .0 — Added Concrete Pressure Pipe Specification reference. 6/I9/2013 D. Johnson 2.2.B.5 --- Added provisions for mortar bands on concrete pressure pipe. 3.4.C.3 — Revised language related to spacing of casing spacers to correspond to the City's Standard Detail. CITY OF FORT WORTH Meadow Lakes and Jrnkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised June 19, 2013 FAprajec1s5031K047-1912-0 Wrk Prod52-3 SPECS%TNAL1➢ivision 33\33 05 24_lnstallation of Carer Pipe in Casing ar T- cl Liner Plate.doc 33 05 26 - 1 UTILITY MARKERS/LOCATORS Page I of 5 r t 1 SECTION 33 05 26 2 UTILITY MARKERS/LOCATORS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Buried and surface utility markers for utility construction 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 11 Contract 12 2. Division I — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Measurement 16 a. Measurement for this Item will be by lump sum. f 17 2. Payment 18 a. The work performed and materials furnished in accordance with this Item will 19 be paid for at the lump sum price bid for "Utility Markers". 20 3. The price bid shall include: 21 a. Furnishing and installing Utility Markers as specified by the Drawings 22 b. Mobilization 23 c. Pavement removal 24 d. Excavation 25 e. Hauling 26 f. Disposal of excess material 27 g. burnishing, placement and compaction of backfiil 28 h. Clean-up 29 1.3 REFERENCES r 30 A. Reference Standards 31 1. Reference standards cited in this Specification refer to the current reference 32 standard published at the time of the Iatest revision date logged at the end of this 33 Specification, unless a date is specifically cited. 34 2. American Public Works Association (AWPA): 35 a. Uniform Color Code. CITY OF FORT WORTH Meadow Cakes and lenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F.Nprajec1s103181097-1952-0 Wrk PmdU-3 SPECSIFINALViivisiou 33\33 05 26-Utility Markers-Locators.doc 33 05 26 - 2 UTILITY MARKERS/LOCATORS Page 2 of 5 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 01 33 00. 4 B. All submittals shall be approved by the City prior to delivery. 5 1.6 ACTION SUBMITTALS/1NFORMATIONAL SUBMITTALS 6 A. Product Data 7 1. Buried Marker 8 2. Surface Marker 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS 16 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 17 2.2 MATERIALS 18 A. Manufacturers 19 1. Only the manufacturers as listed on the City's Standard Products List will be 20 considered as shown in Section 01 60 00. 21 a. The manufacturer must comply with this Specification and related Sections. 22 2. Any product that is not listed on the Standard Products List is considered a 23 substitution and shall be submitted in accordance with Section 0125 00. 24 3. Provide new Utility Markers/Locators from a manufacturer regularly engaged in the 25 manufacturing of Utility Markers/Locators. 26 B. Materials 27 1. Buried Markers (Detectable Warning Tape) 28 a. Provide detectable warning tape as follows: 29 1) 5.0 mil overall thickness 30 2) Width — 3 inch minimum. 31 3) Weight — 27.5 pounds per inch per 1,000 square feet 32 4) Triple Layer with: 33 a) Minimum thickness 0.35 mils solid aluminum foil encased in a 34 protective inert plastic jacket 35 (1) 100 percent virgin low density polyethylene CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F.Nprojec1s103181047-1912-0 Wrk Fm&2-3 SPECSTINADDivision 33133 05 26 lhility Ma ktr J.acTters.doc 33 05 26 - 3 UTILITY MARKERS/LOCATORS Page 3 of 5 1 (2) Impervious to all known alkalis, acids, chemical reagents and 2 solvents within soil 3 (3) Aluminum foil visible to both sides 4 5) Locatable by conductive and inductive methods 5 6) Printing encased to avoid ink rub -off 6 7) Color and Legends 7 a) Potable water lines 8 (1) Color — Blue (in accordance with APWA Uniform Color Code) 9 (2) Legend -- Caution Potable Water Line Below (repeated every 24 10 inches) 11 b) Reclaimed water lines 12 (1) Color -- Purple (in accordance with APWA Uniform Color Code) 13 (2) Legend — Caution Reclaimed Water Line Below (repeated every 24 14 inches) 15 c) Sewer Line 16 (1) Color — Green (in accordance with APWA Uniform Color Code) 17 (2) Legend — Caution Sewer Line Below (repeated every 24 inches) 18 2. Surface Markers 19 a. Provide as follows: 20 1) 4-inch diameter, 6-feet minimum length, polyethylene posts, or equal 21 2) White posts with colored, ultraviolet resistant domes as follows: 22 a) Water Lines 23 (1) Color — Blue (in accordance with APWA Uniform Color Code) 24 (2) Legend — Caution Potable Water Line Below 25 b) Reclaimed water lines 26 (1) Color — Purple (in accordance with APWA Uniform Color Code) 27 (2) Legend — Caution Reclaimed Water Line Below 28 c) Sewer lines 29 (1) Color — Green (in accordance with APWA Uniform Color Code) 30 (2) Legend -- Caution Sewer Line Below 31 2.3 ACCESSORIES [NOT USED] 32 2.4 SOURCE QUALITY CONTROL [NOT USED] 33 PART 3 - EXECUTION 34 3.1 INSTALLERS [NOT USED] 35 3.2 EXAMINATION [NOT USED] 36 3.3 PREPARATION [NOT USED] 37 3.4 INSTALLATION 38 A. Buried Markers (Detectable Warning Tape) 39 1. Install in accordance with manufacturer's recommendations below natural ground 40 surface and directly above the utility for which it is marking. 41 a. Allow 18 inches minimum between utility and marker. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 rdprojectsW IKD47-1912-0 Wrk Pmd123 SPECSONAUDivision 33133 05 26_Utility Markers-Lvo ators.doc 33 05 26 - 4 UTILITY MARKERSILOCATORS Page 4 of 5 1 b. Bury to a depth of 3 feet or as close to the grade as is practical for optimum 2 protection and detestability. 3 B. Surface Markers 4 1. Bury a minimum of 2 feet deep, with a minimum of 4 feet above ground 5 2. The warning sign for all surface markers shall be 21 inches (not including post cap). 6 3. Where possible, place surface markers near fixed objects. 7 4. Place Surface Markers at the following locations: 8 a. Buried Features 9 1) Place directly above a buried feature. 10 b. Above -Ground Features 11 1) Place a maximum of 2 feet away from an above -ground feature. ' 12 c. Water lines 16-inches and larger 13 1) Each right-of-way line (or end of casing pipe) for: 14 a) Highway crossings 15 b) Railroad crossings 16 2) Utility crossings such as: 17 a) High pressure or large diameter gas lines 18 b) Fiber optic lines 19 c) Underground electric transmission lines 20 d) Or other locations shown on the Drawings, or directed by the City 21 d. Surface markers not required for 12-inch and smaller water lines 22 e. For sanitary sewer lines: 23 1) In undeveloped areas, place marker maximum of 2 feet away from an 24 above -ground feature such as a manhole or combination air valve vault. 25 2) Place at 500-foot intervals along the pipeline. 26 3.5 REPAIR / RESTORATION [NOT USED] 27 3.6 RE -INSTALLATION [NOT USED] 28 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 29 3.8 SYSTEM STARTUP [NOT USED] 30 3.9 ADJUSTING [NOT USED] 31 3.10 CLEANING [NOT USED] 32 3.11 CLOSEOUT ACTIVITIES [NOT USED] 33 3.12 PROTECTION [NOT USED] 34 3.13 MAINTENANCE [NOT USED] 35 3.14 ATTACHMENTS [NOT USED] 36 37 END OF SECTION 38 CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojmts1031 SM047-1952-0 Wrk Pno V-3 SPECSTINAUDMsicn 33133 05 26_UtUlty Mwkm-Locaton.dec 330526-5 UTILITY MARKERS/LOCATORS Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson Removed references to Utility Marker Balls throughout. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojects103185047-1912-0 Wrk Prod12-3 SPECSTINAUDMsion 33133 05 26_Utility Markers-Locatoms loc J 1 2 3 PART1- GENERAL 4 1.1 SUMMARY 33 05 30 - 1 LOCATION OF EXISTING UTILITIES Page 1 of 5 SECTION 33 05 30 LOCATION OF EXISTING UTILITIES 5 A. Section Includes: 6 1. Locating and verifying the location and elevation of the existing underground 7 utilities that may conflict with a facility proposed for construction by use of- 8 a. Exploratory Excavation 9 b. Vacuum Excavation 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 — General Requirements 16 3. Section 33 05 10 — Utility Trench Excavation., Embedment and Backfill 17 1.2 PRICE AND PAYMENT PROCEDURES 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Measurement and Payment 1. Exploratory Excavation of Existing Utilities a. Measurement 1) Measurement for this Item shall be per each excavation performed as identified in the Drawings, or as directed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per each "Exploratory Excavation for Existing Utilities" specified. c. The price bid shall include: 1) Grade survey 2) Pavement removal 3) Excavation 4) Utility Location 5) Hauling 6) Disposal of excess material 7) Furnishing, placing and compaction of embedment 8) Furnishing, placing and compaction of backfill 9) Clean-up 10) Surface restoration 2. Vacuum Excavation of Existing Utilities a. Measurement 1) Measurement for this Item shall be per each excavation performed as identified in the Drawings, or as directed. CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Paproje ls503181047-1912-0 Wrk Pmd52-3 SPECSIFINABDivision 33133 05 30_Loo lion vfExisiing Utilitimdoc 33 05 30 - 2 LOCATION OF EXISTING UTILITIES Page 2 of 5 1 b. Payment 2 1) The work performed and materials furnished in accordance with this Item 3 and measured as provided under "Measurement" will be paid for at the unit 4 price bid per each "Vacuum Excavation" specified. 5 c. The price bid shall include: 6 1) Grade survey 7 2) Pavement removal 8 3) Vacuum Excavation 9 4) Utility Location 10 5) Hauling 11 6) Disposal of excess material 12 7) Furnishing, placing and compaction of embedment 13 8) Furnishing, placing and compaction of backfill 14 9) Clean-up 15 10) Surface restoration 16 1.3 REFERENCES 17 A. Definitions 18 1. Exploratory Excavation: Previously called "D-Hole" within the City, a method 19 used to locate existing underground utility as shown on the plans through the use of 20 standard excavation equipment. 21 2. Vacuum Excavation: Method used to locate existing underground utility as shown 22 on the plans through the use of geophysical prospecting equipment such as vacuum 23 excavation. 24 B. Reference Standards 25 1. Reference standards cited in this Specification refer to the current reference 26 standard published at the time of the Iatest revision date logged at the end of this 27 Specification, unless a date is specifically cited. 28 2. American Society of Civil Engineers (ASCE) 29 a. ASCE Publication Cl/ASCE 38 (Standard Guideline for the Collection and 30 Depiction of Existing Subsurface Utility Data) 31 1.4 ADMINISTRATIVE REQUIREMENTS 32 A. Coordination 33 1. Coordinate with City Inspector at least 48 hours prior to commencing on site for 34 Exploratory Excavation of Existing Utilities. 35 2. Coordinate location of all other existing utilities within vicinity of excavation prior 36 to commencing Exploratory Excavation. 37 3. Coordinate staking of Exploratory Excavations with City at least 1 week prior to 38 commencement. 39 B. Sequencing 40 1. Exploratory Excavations shall be conducted prior to the construction of the entire 41 project. 42 C. Scheduling 43 1. For critical utility locations, the City may choose to be present during excavation. CITY OF FORT WORTH Meadow Lakes and )enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojcas\031 SN047-19\2-0 Wrk Prod\2-3 SPECS\EiNA1.\Division 33\33 05 30_Location of Existing Utilitim.doc 330530-3 LOCATION OF EXISTING UTILITIES Page 3 of 5 1 2. Alter schedule for Exploratory Excavation of Existing Utilities to accommodate 2 City personnel. 3 1.5 SUBMITTALS [NOT USED] 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS 6 A. Report of Utility Location 7 1. Horizontal location of utility as surveyed 8 2. Vertical elevation of utility as surveyed 9 a. Top of utility 10 b. Spring line of utility 1 i c. Existing ground 12 3. Material type, diameter and description of the condition of existing utility 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2 - PRODUCTS [NOT USED] 19 PART 3 - EXECUTION 20 3.1 INSTALLERS [NOT USED] 21 3.2 EXAMINATION 22 A. Verification of Conditions 23 1. Verify location of existing utilities in accordance with the General Requirements, 24 the General Notes and the Drawings. 25 3.3 PREPARATION 26 A. Coordinate with City Survey, if applicable. 27 3.4 INSTALLATION 28 A. Exploratory Excavation 29 1. Verify location of existing utility at location denoted on the Drawings, or as 30 directed by the City. 31 a. Expose utility to spring line, as necessary. - 32 b. Excavate and Backfill Trench for the Exploratory Excavation in accordance 33 . with Section 33 05 10. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojoc(s503185047-19%2-0 Wrk ProdV-3 SPF,CSWWADT)ivision 33133 05 30_Location of Existing Utilities doc 330530-4 LOCATION OF EXISTING UTILITIES Page 4 of 5 1 B. Vacuum Excavation 2 1. Verify location of existing utility at location denoted on the Drawings, or as 3 directed by the City. 4 2. Designate the horizontal position of the existing underground utilities that are to be 5 located using geophysical prospecting equipment. 6 a. Acquire record documentation from and coordinate with utility companies, as 7 necessary to locate utility. 8 3. Perform excavation in general accordance with the recommended practices and 9 procedures described in ASCE Publication CFASCE 38. 10 C. Upon completion of the utility locating, submit a report of the findings. 11 D. If location of utility is in conflict with the Drawings, notify the City Project Manager 12 for appropriate design modifications. 13 E. Place embedment and backf`ill in accordance with Section 33 05 10. 14 F. Once necessary data is obtained, immediately restore surface to existing conditions to-, 15 1. Obtain a safe and proper driving surface, if applicable 16 2. Ensure the safety of the general public 17 3. The satisfaction of the City 18 3.5 REPAIR 1 RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING {NOT USED] 23 310 CLEANING [NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FlprojectsT33 M047-19}2 0 Wrk ProdQ-3 SPEMF[NAUDivision 33W 05 30_Location of Fxisli¢g Utiliiies.doc 2 330530-5 LOCATION OF EXISTING UTILITIES Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE Title- Exploratory Excavation of Utilities changed to Location of Existing Utilities 12/20/2012 D.Johnson 1.2 — Added Measurement of Payment for Vacuum Excavation 1.3 — Added Definitions 3.4 --- Added requirements for Vacuum Excavation CITY OF FORT WORTH Meadow Lakes and denkin Heights Sanitary Sewer hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lpr jccts50313*47-19\2-0 Wyk Pmd2-3 SPECSTINAUDivision 33M 05 30_Location of Existing Utilitimcioc 331105-1 BOLTS, NUTS, AND GASKETS Page I of 7 t I SECTION 33 1105 2 BOLTS, NUTS, AND GASKETS 71A IF�N 01►I N'J.10 Cf W11 61 WFLIUT A\ M` 5 A. Section Includes: 6 1. All nuts, bolts and gaskets associated with pressurized water utility lines including: 7 a. T-Bolts and Nuts 8 b. Flange Bolts and Nuts 9 c. Threaded Rods 10 d. Push -on Gaskets 11 e. Mechanical Joint Gaskets 12 f. Flange Gaskets 13 g. Flange Isolation Kits 14 h. Petrolatum Tape Systems 15 B. Deviations from this City of Fort Worth Standard Specification 16 1. None. 17 C. Related Specification Sections include, but are not necessarily limited to: 18 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 19 Contract 20 2. Division 1 — General Requirements 21 3. Section 33 04 10 — Joint Bonding and Electrical Isolation 22 4. Section 33 11 10 — Ductile Iron Pipe 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Hydrocarbon Resistant Gaskets 26 a. Measurement 27 1) Measurement for this Item shall be by lump sum. 28 b. Payment 29 1) The work performed and the materials furnished in accordance with this 30 Item shall be paid for at the lump sum price bid for all "Hydrocarbon 31 Resistant Gaskets". 32 2. All Other Items 33 a. Measurement 34 1) The Items in this Section are considered subsidiary to the Item being 35 installed. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 are subsidiary to the unit price bid for the Item being installed and no other 39 compensation will be allowed. CITY OF FORT WORTH Meadow Ickes and .Tenkin Heights Sanitary Sewer hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F-Apmjects503185047-19V-0 WA Pro&2-3 SPECSTINALUJivision 33133 11 05_Bolls, Nuts, and Gaskets -doe 331105-2 BOLTS, NUTS, AND GASKETS Page 2 of 7 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this specification refer to the current reference standard 4 published at the time of the latest revision date logged at the end of this 5 specification, unless a date is specifically cited. 6 2. American Iron and Steel Institute (AISI). 7 3. American Society of Mechanical Engineers (ASME): 8 a. PCC-1-2012 Guidelines for Pressure Boundary Bolted Flange Joint Assembly. 9 4. American Society of Testing and Materials (ASTM): 10 a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for I I High Temperature or High Pressure Service and Other Special Purpose 12 Applications. 13 b. A194, Standard Specification for Carbon and Alloy Steel Nuts for Bolts for 14 High Pressure or High Temperature Service, or Both. 15 c. A242, Standard Specification for High -Strength Low -Alloy Carbon Structural 16 Steel 17 d. B 117, Salt Spray Testing 18 e. F436, Standard Specification for Hardened Steel Washers 19 5. American Water Works Association (AWWA): 20 a. C I I l/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and 21 Fittings. 22 b. C207, Steel Pipe Flanges for Waterworks Service — Sizes 4 In. Through 144 In. 23 (100 mm Through 3,600 mm), 24 c. C600, Installation of Ductile -Iron Mains and Their Appurtenances. 25 d. M11, Steel Pipe. 26 e. M41, Ductile -Iron. Pipe and Fittings. 27 6. Fastener Quality Act (FQA) 28 a. Public Law 106-34 (P.L. 106-34) 29 7. NSF International (NSF): 30 a. 61, Drinking Water System Components - Health Effects. 31 8. Society for Protective Coating (SSPC) Surface Preparation Standards (SP): 32 a. SP2, Hand Tool Cleaning 33 b. SP3, Power Tool Cleaning 34 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 35 1.5 SUBMITTALS 36 A. Submittals shall be in accordance with Section 01 33 00. 37 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 38 specials. 39 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 40 A. Product Data 41 1. Bolts and nuts for mechanical ail or flange joints 42 2. Gaskets CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECITICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lpmjcc1s103181C47-M2-0 Wrk Pro"-3 SFECSIFINAlADivWDn 33133 11 05_Bolts, Nuts, and Gaskets.dec 33 11 05 - 3 BOLTS, NUTS, AND GASKETS Page 3 of 7 1 B. Certificates 2 1. Furnish an affidavit certifying that all fasteners, excluding T-Bolts, shall conform to 3 the Fastener Quality Act (FQA) (P.L. 106-34)- 4 2. Furnish an affidavit certifying that the Xylan Coating is manufactured by Whitford 5 Corporation, or a Whitford Corporation certified Applicator. 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE 9 A. Qualifications 10 1. Manufacturers 11 a. Fastener manufacturing operations (bolts, nuts, gaskets and coatings) shall be 12 performed under the control of the manufacturer. 13 b. All gaskets shall meet or exceed the latest revisions NSF 61 and shall meet or 14 exceed the requirements of this Specification. 15 B. Preconstruction Testing 16 1. The City may, at its own cost, subject random fittings for destructive testing by an 17 independent laboratory for compliance with this Specification. 18 a. The compliance test shall be performed in the United States. 19 b. Any visible defects or failure to meet the quality standards herein will be 20 grounds for rejecting the entire order. 21 110 DELIVERY, STORAGE, AND HANDLING 22 A. Storage4and Handling Requirements 23 1. Secure and maintain a location to store the material in accordance with Section 01 24 6600. 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS 28 2.1 OWNER -FURNISHED [oe] OWNER SUPPLIED PRODUCTS [NOT USED] 29 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 30 A. Manufacturers 31 1. Only the manufacturers as listed on the City's Standard Products List will be 32 considered as shown in Section 01 60 00. 33 a. The manufacturer must comply with this Specification and related Sections. 34 2. Any product that is not listed on the Standard Products List is considered a 35 substitution and shall be submitted in accordance with Section 0125 00. 36 B. Regulatory Requirements CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Sproiects103M047-M2-0 Wrk Pmd12-3 SPECUUNAUDivision 33\33 11 05-13olts, Nuts, and Ga kcts.doc 33 1105 -4 BOLTS, NUTS, AND GASKETS Page 4 of 7 1 1. All fasteners, excluding T-Bolts, shall conform to the Fastener Quality Act (FQA) 2 (P.L. 106-34). All fasteners shall meet the marking requirements set forth by this 3 Act. 4 C. T-Bolts and Nuts 5 1. Standard Xylan Coated T-bolt and Nut 6 a. High strength, corrosion -resistant, low -carbon weathering steel in accordance 7 with AWWA/ANSI CI I I/A21.11 ,and ASTM A242 8 b. Xylan Coating in accordance with this Section 9 2. Stainless Steel T-bolt with Xylan Coated Stainless Steel Nut 10 a. Stainless Steel T-bolt and Nut in accordance with AISI 304. 11 b. Coat nut with Xylan in accordance with this Section. 12 D. Flange Bolts and Nuts 13 1. Stainless Steel Bolt and Xylan Coated Nut 14 a. Meet requirements of AWWA C207 15 b. Bolts: ASTM A193, Grade B8, Class 1(AISI 304 Stainless Steel, carbide 16 solution treated) 17 c. Nuts and Washers: ASTM A194, Grade 8 Nuts with AISI 304 Stainless Steel 18 Washers 19 1) Coat nut with Xylan in accordance with this Section. 20 E. Threaded Rods 21 1. Meet requirements of AWWA C207 22 2. Rods: ASTM A193, Grade B8, Class i(AISI 304 Stainless Steel, carbide solution 23 treated) 24 3. Nuts and Washers: ASTM Al 94, Grade 8 Nuts with AISI 304 Stainless Steel 25 Washers 26 a. Coat nut with Xylan in accordance with this Section. 27 F. Push -on Gaskets 28 1. Conforming to the physical and marking requirements specified in ANSI/AWWA 29 C 111 /A21.11. 30 2. All gaskets shall meet or exceed the latest revisions NSF 61. 31 3. Rubber gaskets shall be made of vulcanized styrene butadiene rubber SBR, unless 32 otherwise specified in Drawings. 33 4. Gaskets shall be free from porous areas, foreign material and other defects that 34 make them unfit for intended use. 35 5. Gaskets shall be the size and shape required to provide an adequate compressive 36 force against the plain end and socket after assembly to affect a positive seal under 37 all combinations of joint and gasket tolerances. 38 G. Mechanical Joint Gaskets 39 1. Conforming to the physical and marking requirements specified in ANSI/AWWA 40 C111/A21.11. 41 2. All gaskets shall meet or exceed the latest revisions NSF 61. 42 3. Rubber gaskets shall be made of vulcanized styrene butadiene rubber SBR, unless 43 otherwise specified in Drawings. CITY OF FORT WORTH Meadaw Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 0 182 9 Revised December 20, 2012 Faprcjccts1031S\M-1912-O Wrk Prod12-3 SPECSTWAL1Division 33M 11 OS Bolls, Nuts, and Gaskets.dw 33 11 05 - 5 BOLTS, NUTS, AND GASKETS Page 5 of 7 1 4. Gaskets shall be free from porous areas, foreign material and other defects that 2 make them unfit for intended use. 3 H. Flange Gaskets 4 1. Class E Flanges 5 a. Full face 6 b. Manufactured true to shape from minimum 80 durometer SBR rubber stock of a 7 thickness not less than 1/8 inch 8 c. Virgin stock 9 d. Conforming to the physical and test requirements specified in AWWA/ANSI 10 C111/A21.11 11 e. All gaskets shall meet or exceed the latest revisions NSF 61. 12 f Finished gaskets shall have holes punched by the manufacturer and shall match 13 the flange pattern in every respect. 14 g. Frayed cut edges are not acceptable. 15 h. Field cut sheet gaskets are not acceptable. 16 I. Hydrocarbon Resistant Gaskets 17 1. Furnish Viton® (Fluorocarbon) Rubber, hydrocarbon resistant gaskets, when 18 required. 19 J. Flange Isolation Kits 20 1. Flanges which are required by the Drawings to be Isolation Flanges shall conform 21 to Section 33 04 10, 22 2. For bolts used with isolation sleeves per Section 33 04 10, threading must extend to 23 bolt head with no grip to ensure sleeves fit properly. 24 K. Petrolatum Tape System 25 1. Petrolatum Tape Primer: Denso Paste, or approved equal 26 2. Molding and Filler mastic: Densyl Mastic, or approved equal 27 3. All Purpose Petrolatum Tape: Densyl Tape, or approved equal 28 L. Xylan Coating 29 a. Coat nuts and bolts with a ceramic -filled, baked on fluorocarbon resin, when 30 required. 31 b. Coated nuts and bolts shall be prepared "near white" or "white" when coated to 32 the coating manufacturer's recommended thickness by a certified applicator. 33 c. Coating shall be of Xylan as manufactured by Whitford Corporation and 34 applied by Whitford Corporation or Whitford Corporation Recommended 35 Coater. 36 d. Coating shall be free from holidays and defects. 37 e. Coating thickness shall between 0.0007-inches and 0.0012-inches and shall be 38 such that the nut turns freely on the bolt. 39 f. Coating shall conform to the performance requirements of ASTM B 117, "Salt 40 Spray Test" and shall include, if required, a certificate of conformance. 41 2.3 ACCESSORIES [NOT USED) 42 2.4 SOURCE QUALITY CONTROL [NOT USED] CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 20I2 t:aprojccts103 i81047-1912-0 WO, Pmd12-3 SPEC8\HNAL1DivWon 33t33 11 05_Botts, Nuts, and Gaskets.doc 1 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USE, 4 3.3 PREPARATION [NOT USED] 5 3.4 INSTALLATION 6 A. Mechanical Joints 7 8 9 l0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 331105--6 BOLTS, NUTS, AND GASKETS Page 6 of 7 1. Assemble mechanical joints in accordance with ANSFAWWA C1 I 1/A21.11 Appendix A, AWWA C600 and AWWA Manual M41. 2. Use Standard Xylan Coated T-bolts and Nuts. a. Stainless Steel T-bolts with Xylan Coated Stainless Steel Nuts shall only be used when specifically required in the Drawings. B. Flanged Joints 1. Install in accordance with ASME PCC-1-2012. 2. Use Stainless Steel Bolts and Xylan Coated Nuts. 3. Wrap all buried steel flanges for AWWA C200, C301 or C303 pipe with Petrolatum Tape System. a. If only 1 flange in a joint is steel (AWWA C200, C301, or C303), petrolatum tape wrapping will be required. b. If a joint is made between two ductile iron flanges, the joint should be polyethylene encased in accordance with Section 33 11 10. 4. Flange bolts are normally spaced evenly around the flange. 5. During assembly, tighten nuts gradually and equally using a three -pass method in accordance with ASME PCC-1-2012. a. For the first pass, tighten the nuts to 50 percent at diametrically opposite sides to prevent misalignment and to ensure that all bolts carry equal loads. b. For the second pass, tighten the nuts to 100 percent again in a diametrically opposite pattern. c. Allow a minimum of 1 hour to pass to provide time for settlement between bolts and nuts and gasket relaxation. d. Complete the third pass by checking each bolt in a clockwise pattern. Each nut should be tightened until it will no longer turn. This step compensates for elastic interaction and brings all bolts into parity. 6. The threads of the bolts should protrude a minimum of %-inch from the nuts. C. Flanged Joints with Isolation Kit 1. Flange Isolation Kits shall be installed in accordance with Section 33 04 10. 2. City will verify Isolation in accordance with Section 33 04 10. D. Threaded Rod 1. Install as part of joint harness assembly in accordance with AWWA Manual M11. 2. Space rods evenly around the pipe. 3. During assembly, tighten nuts gradually and equally using a three -pass method in accordance with ASME ACC-1-2012. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojec1s10318T47-19V-0 Wrk 1red123 SPMS11$NALMivision 3303 11 05_ Bolts, NuL%, and Gaskets.doc r 331105-7 BOLTS, NUTS, AND GASKETS Page 7 of 7 1 a. For the first pass, tighten the nuts to 50 percent at diametrically opposite sides 2 to prevent misalignment and to ensure that all bolts carry equal loads. 3 b. For the second pass, tighten the nuts to 100 percent again in a diametrically 4 opposite pattern. 5 4. The threads of the bolts should protrude a minimum of % -inch from the nuts. 6 5. Wrap joint harness assembly with Petrolatum Tape System. 7 E. Petrolatum Tape System 8 1. Surfaces should be free from dirt, loose rust, scale or flaking coatings. 9 a. Clean surfaces in accordance with SSPC SP2 or SSPC SP3. 10 1) High pressure wash of 3,000 to 7,000 psi is also suitable. 11 b. Surfaces may be damp but shall not have droplets or continuous film of water. 12 2. Apply a uniform, thin coat of Petrolatum Tape Primer to the entire surface by stiff 13 brush, gloved hand or rag at normal ambient temperatures. 14 3. By hand application, apply Molding and Filler Mastic to a rounded configuration to 15 fill irregular shapes and reduce sharp -edged surfaces. 16 4. Spirally wrap All Purpose Petrolatum Tape with a minimum overlap of 1 inch. 17 a. For severely corrosive environments, an overlap of 55 percent is recommended. 18 b. Press air pockets out and smooth all lap seams. 19 5. For additional mechanical protection, overwrap may be applied to increase impact 20 strength and electrical resistance. 21 3.5 REPAIR / RESTORATION [NOT USED] 22 3.6 RE -INSTALLATION [NOT USED] 23 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 24 3.8 SYSTEM STARTUP [NOT USED] 25 3.9 ADJUSTING [NOT USED] 26 3.10 CLEANING [NOT USED] 27 3.11 CLOSEOUT ACTIVITIES [NOT USED] 28 3.12 PROTECTION [NOT USED] 29 3.13 MAINTENANCE [NOT USED] 30 3.14 ATTACHMENTS [NOT USED] 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE K&A CITY OF FORT WORTH Meadow Ickes and ]enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Sprojects50313\047-1452-0lVrk Prod52-3 SPLCSIFINAL\Division 33133 11 05_Bolts, Nuts, and Gaskmdoc l I 331110-1 DUCTILE IRON P)PE Page 1 of 14 1 SECTION 33 1110 2 DUCTILE IRON PIPE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Ductile Iron Pipe 3-inch through 64-inch for potable water, wastewater and reuse 7 applications 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 I. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 0131 — Closed Circuit Television (CCTV) Inspection 15 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 16 5, Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 17 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 18 7. Section 33 05 24 -- Installation of Carrier Pipe in Casing or Tunnel Liner Plate 19 8. Section 33 11 05 — Bolts, Nuts, and Gaskets 20 9. Section 33 11 11 —Ductile Iron Fittings 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Ductile Iron Pipe 24 a. Measurement 25 1) Measured horizontally along the surface from center line to center line of 26 the fitting, manhole, or appurtenance 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 and measured as provided under "Measurement" will be paid for at the unit 30 price bid per linear foot for "DIP" installed for: 31 a) Various sizes 32 b) Various types of backfill 33 c) Various linings 34 d) Various Depths, for miscellaneous sewer projects only 35 e) Various restraints 36 f) Various uses 37 c. The price bid shall include: 38 1) Furnishing and installing Ductile Iron Pipe with joints as specified by the 39 Drawings CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojects1031M047-19U-0 Wrk Prod52-3 SPECSTlNAUDivision 33\33 11 10 Ductile ]run Pipe.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 3311 t0-2 DUCTILE. IRON PIPE Page 2 of 14 2) Mobilization 3) Polyethylene encasement 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing, placement and compaction of embedment 10) Furnishing, placement and compaction of back -Fill 11) Trench water stops 12) Thrust restraint, if required in Contract Documents 13) Bolts and nuts 14) Gaskets 15) Clean-up 16) Cleaning 17) Disinfection 18) Testing 18 1.3 REFERENCES 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 A. Definitions 1. Gland or Follower Gland a. Non -restrained, mechanical joint fitting 2. Retainer Gland a. Mechanically restrained mechanical joint fitting B. Reference Standards I. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation Officials (AASHTO). 3. American Society of Mechanical Engineers (ASME): a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 4. ASTM International (ASTM): a. A193, Standard Specification for Alloy -Steel and Stainless Steel Bolting for High Temperature or High Pressure Service and Other Special Purpose Applications b. Al94, Specification for Carbon and Alloy Steel Nuts for Bolts for High Pressure or High Temperature Service, or Both c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. d. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength. e. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for Water or Other Liquids. £ B117, Standard Practice for Operating Salt Spray (Fog) Apparatus. g. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and Steel. 5. American Water Works Association (AWWA): CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Irnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojeci 03181047-1912-0 Wrk Prod12-3 SPF:CS1F1NALIDivisiou 33M 11 10 Ductile Iron Pipe.doc 331110-3 DUCTILE IRON PIPE Page 3 of I4 1 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 2 Enamel and Tape - Hot Applied. 3 b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 4 c. M41, Ductile -Iron Pipe and Fittings. 5 6. American Water Works Association/American National Standards Institute 6 (AWWA/ANSI): 7 a. C104/A21.4, Cement —Mortar Lining for Ductile -Iron Pipe and Fittings. 8 b. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 9 c. C111/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 10 d. C115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 11 Threaded Flanges. 12 e. C150/A21.50, Thickness Design of Ductile -Iron Pipe. 13 f. C151/A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. 14 g. C600, Installation of Ductile -Iron Water Mains and their Appurtenances 15 7. NSF International (NSF): 16 a. 61, Drinking Water System Components -Health Effects. 17 8. Society for Protective Coatings (SSPC): 18 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. 19 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 20 1.5 SUBMITTALS 21 A. Submittals shall be in accordance with Section 0133 00. 22 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 23 specials. 24 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 A. Product Data 1. Interior lining a. If it is other than cement mortar lining in accordance with AWWA/ANSI C 104/A21.4, including: 1) Material 2) Application recommendations 3) Field touch-up procedures 2. Thrust Restraint a. Retainer glands, thrust harnesses or any other means 3. Gaskets a. If hydrocarbon or other special gaskets are required B. Shop Drawings — Furnish for Ductile Iron Pipe used in the water distribution system or for a wastewater force main for 24-inch and greater diameters, including: 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in Texas including: a. Working pressure b. Surge pressure e, Deflection CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FiprojcctsW3181047-1952-0WrkProdl2-3SPHCSIFMAL1Djvfsiou3313311 10 _Puctde[ronPipe.croc-- "-----"--- - "-- 33 11 10-4 DUCTILE IRON PIPE Page 4 of 14 1 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed 2 Professional Engineer in Texas, to verify the restraint lengths shown in the 3 Drawings. 4 3. Lay schedule/drawing for 24-inch and greater diameters, scaled by a Licensed 5 Professional Engineer in Texas including: 6 a. Pipe class 7 b. Joints type 8 c. Fittings 9 d. Stationing 10 e. Transitions 11 f Joint deflection 12 C. Certificates 13 1. Furnish an affidavit certifying that all Ductile Iron Pipe meets the provisions of this 14 Section, each run of pipe furnished has met Specifications, all inspections have 15 been made, and that all tests have been performed in accordance with 16 AWWA/ANSI C151/A21.51. 17 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B117. 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE 21 A. Qualifications 22 1. Manufacturers 23 a. Finished pipe shall be the product of 1 manufacturer. 24 1) Change orders, specials, and field changes may be provided by a different 25 manufacturer upon City approval. 26 b. Pipe manufacturing operations (pipe, lining, and coatings) shall be performed 27 under the control of the manufacturer. 28 c. Ductile Iron Pipe 29 1) Manufactured in accordance with AWWA/ANSI C151/A21.51 30 a) Perform quality control tests and maintain results as outlined within 31 standard to assure compliance. 32 2) Subject each pipe to a hydrostatic test of not less than 500 psi for duration 33 of at least 10 seconds. 34 B. Preconstruction Testing 35 1. The City may, at its own cost, subject random lengths of pipe for testing by an 36 independent laboratory for compliance with this Specification. 37 a. The compliance test shall be performed in the United States. 38 b. Any visible defects or failure to meet the quality standards herein will be 39 grounds for rejecting the entire order. 40 110 DELIVERY, STORAGE, AND HANDLING 41 A. Storage and Handling Requirements CITY OF FORT WORTH Meadow Lakes and 3eukin heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojeets103161047-1912-0 Wrk Pmd12-3 SPECSIFINALWIvision 33\33 11 1 O—Ductile Iron Pipe.doc I u 331110-5 DUCTILE IRON PIPE Page 5 of 14 1 1. Ductile Iron Pipe shall be stored and handled in accordance with the guidelines as 2 stated in AWWA M41. 3 2. Secure and maintain a location to store the material in accordance with Section 01 4 6600, 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY [NOT USED] 7 PART 2 - PRODUCTS 8 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 9 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 10 A. Manufacturers 11 1. Only the manufacturers as listed in the City's Standard Products List will be 12 considered as shown in Section 01 60 00. 13 a. The manufacturer must comply with this Specification and related Sections. 14 2. Any product that is not listed on the Standard Products List is considered a 15 substitution and shall be submitted in accordance with Section 0125 00. 16 B. Pipe 17 1. Pipe shall be in accordance with AW WA/ANSI C 111 /A21.11, AW WA/ANSI 18 C150/A21.15, and AWWA/ANSI C151/A21.51. 19 2. All pipe shall meet the requirements of NSF 61. 20 3. Pipe shall have a lay length of 18 feet or 20 feet except for special fittings or 21 closure pieces and necessary to comply with the Drawings. 22 4. As a minimum the following pressures classes apply. The Drawings may specify a 23 higher pressure class or the pressure and deflection design criteria may also require 24 a higher pressure class, but in no case should they be less than the following: 25 Diameter Min Pressure Class (inehes) (psi) 3 through 12 350 14 through 20 250 24 200 30 through 64 150 26 27 5. Pipe markings shall meet the minimum requirements ofAWWA/ANSI 28 C151/A21.51. Minimum pipe markings shall be as follows: 29 a. "DI" or "Ductile" shall be clearly labeled on each pipe 30 b. Weight, pressure class and nominal thickness of each pipe 31 c. Year and country pipe was cast 32 d. Manufacturer's mark 33 6. Pressure and Deflection Design CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Fapr0jects1031 M047-1952-0 Wrk PMdU-3 SPECS\HNAODivision 33U3 11 10_DuctBe Iron Pipe.doc 33 11 10 - 6 DUCTILE IRON PIP) Page 6 of 14 1 a. Pipe design shall be based on trench conditions and design pressure class 2 specified in the Drawings. 3 b, Pipe shall be designed according to the methods indicated in AWWA/ANSI 4 C150/A21.50, AWWA/ANSI C15l/A21.51, and AWWA M41 for trench 5 construction, using the following parameters: 6 1) Unit Weight of Fill (w) = 130 pef r 7 2) Live Load = AASHTO HS 20 8 3) Trench Depth = 12 feet minimum, or as indicated in Drawings 9 4) Bedding Conditions = Type 4 10 5) Working Pressure (PW) = 150 psi 11 6) Surge Allowance (P3) = 100 psi 12 7) Design Internal Pressure (Pi) = P,N + P3 or 2:1 safety factor of the actual 13 working pressure plus the actual surge pressure, whichever is greater. 14 a) Test Pressure = 15 (1) No less than 1.25 minimum times the stated working pressure (187 16 psi minimum) of the pipeline measured at the highest elevation 17 along the test section. 18 (2) No less than 1.5 times the stated working pressure (225 psi 19 minimum) at the lowest elevation of the test section. 20 8) Maximum Calculated Deflection (D.) = 3 percent 21 9) Restrained Joint Safety Factor (Sf) = 15 percent 22 c. Trench depths shall be verified after existing utilities are located. 23 1) Vertical alignment changes required because of existing utility or other 24 conflicts shall be accommodated by an appropriate change in pipe design 25 depth. 26 2) In no case shall pipe be installed deeper than its design allows. 27 7. Provisions for 'Thrust 28 a. Thrust at bends, tees, plugs or other fittings shall be mechanically restrained 29 joints when required by the Drawings. 30 b. Thrust at bends adjacent to casing pipe shall be restrained by mechanical means 31 through casing and for a sufficient distance each side of casing. 32 c. No thrust restraint contribution shall be allowed for the restrained length of 33 pipe within the casing. 34 d. Restrained joints, when required, shall be used for a sufficient distance from 35 each side of the bend, tee, plug, valve or other fitting to resist thrust which will 36 be developed at the design pressure of the pipe. For the purpose of thrust, the 37 following shall apply: 38 1) Valves shall be calculated as dead ends. 39 2) Design pressure shall be greater than the working pressure of the pipe or 40 the internal pressure (Pi) whichever is greater. 41 3) Restrained joints shall consist of approved mechanical restrained or push- 42 on restrained joints as listed in the City's Standard Products List as shown 43 in Section 0160 00. 44 e. The Pipe Manufacturer shall verify the length of pipe with restrained joints to 45 resist thrust in accordance with the Drawings, AWWA M41, and the following: 46 1) The weight of earth (We) shall be calculated as the weight of the projected 47 soil prism above the pipe, for unsaturated soil conditions. CITY OF FORT WORTH Meadow Lakes and.Ienkin heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F;Npmjects1031 M047-19\2-0 WO Prod12-3 SPECS114NALWivision 33133 11 10_Ductile Iran Pipe.dm 33 11 10-7 DUCTILE IRON PIPE Page 7 of 14 1 2) Soil density = 130 pcf (maximum value to be used), for unsaturated soil 2 conditions 3 3) If indicated on the Drawings and the Geotechnical Borings that ground 4 water is expected, account for reduced soil density. 5 8. Joints 6 a. General — Comply with AW WA/ANSI C I I l/A21.11. 7 b. Push -On Joints 8 c. Mechanical Joints 9 d. Push -On Restrained Joints 10 1) Restraining Push -on joints by means of a special gasket 11 a) Only those products that are listed in Section 01 60 00 12 b) The working pressure rating of the restrained gasket must exceed the 13 test pressure of the pipe line to be installed. 14 c) Approved for use of restraining Ductile Iron Pipe in casing with a 15 carrier pipe of 4-inches to 12-inches 16 d) Otherwise only approved if specially listed on the Drawings 17 2) Push -on Restrained Joint bell and spigot 18 a) Only those products list in the standard products list will be allowed for 19 the size listed in the standard products list per Section 0160 00. 20 b) Pressure rating shall exceed the working and test pressure of the pipe 21 line. 22 e. Flanged Joints — AWWA/ANSI C1151A21.15, ASME B 16.1, Class 125 23 f. Flange bolt circles and bolt holes shall match those of ASME B16.1, Class 125. 24 g. Field fabricated flanges are prohibited. 25 9. Gaskets 26 a. Provide Gaskets in accordance with Section 33 1105. 27 10. Isolation Flanges 28 a. Flanges required by the drawings to be Isolation Flanges shall conform to 29 Section 33 04 10. 30 11. Bolts and Nuts 31 a. Mechanical Joints 32 1) Provide bolts and nuts in accordance with Section 33 1105. 33 b. Flanged Ends 34 1) Meet requirements of AWWA C115. 35 a) Provide bolts and nuts in accordance with Section 33 1105. 36 12. Flange Coatings 37 a. Connections to Steel Flanges 38 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 39 Tape System in accordance with Section 33 1105. 40 13. Ductile Iron Pipe Exterior Coatings 41 a. All ductile iron shall have an asphaltic coating, minimum of I mil thick, on the 42 pipe exterior, unless otherwise specified in the Contract Documents. 43 14. Polyethylene Encasement 44 a. All buried Ductile Iron Pipe shall be polyethylene encased. 45 b. Only manufacturers listed in the City's Standard Products List as shown in 46 Section 0160 00 will be considered acceptable. CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 rApw ecis5031ST47-1912-0 WA Prod12-3 SPECSTINAUDivision 33U3 11 10_Ductiie Iron Pipe.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 33 11 10-8 DUCTILE IRON PIPE Page 8 of 14 c. Use only virgin polyethylene material. d. Encasement for buried pipe shall be 8 mil linear low density (LLD) polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density cross -laminated (HDCL) polyethylene encasement conforming to AWWA/ANSI C 105/A21.5 and ASTM A674. e. Marking: At a minimum of every 2 feet along its length, the mark the polyethylene film with the following information: 1) Manufacturer's name or trademark 2) Year of manufacturer 3) AWWA/ANSI C105/A21.5 4) Minimum film thickness and material type 5) Applicable range of nominal diameter sizes 6) Warning — Corrosion Protection Repair Any Damage f. Special Markings/Colors 1) Reclaimed Water, perform one of the following: a) Label polyethylene encasement with "RECLAIMED WATER", b) Provide purple polyethylene in accordance with the American Public Works Association Uniform Color Code; or c) Attach purple reclaimed water marker tape to the polyethylene wrap. 2) Wastewater, perform one of the following: a) Label polyethylene encasement with "WASTEWATER"; b) Provide green polyethylene in accordance with the American Public Works Association Uniform. Color Code; or c) Attach green sanitary sewer marker tape to the polyethylene wrap. g. Minimum widths Polyethylene Tube and Sheet Sizes for Push -On Joint Pipe Nominal Pipe Diameter Min. Width — Flat Tube Min. Width — Sheet (inches) (inches) (inches) 3 14 28 4 14 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 54 108 I 216 CITY OF FORT WORTH Meadow Lakesand Jenkin Heights Sanitary Sewer hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojeets103 M047-19V-0 Wrk Pmdi2-3 SPECSIFWALMWLv ion 33133 11 10_Duchle Iron Pipe &c 331110-9 DUCTILE IRON PIPE Page 9 of 14 60 108 216 64 121 242 1 15. Ductile Iron Pipe Interior Lining 2 a. Cement Mortar Lining 3 1) Ductile Iron Pipe for potable water shall have a cement mortar lining in 4 accordance with AWWA/ANSI C104/A21.04 and be acceptable according 5 to NSF 61. 6 b. Ceramic Epoxy or Epoxy Linings 7 1) Ductile Iron Pipe for use in wastewater applications shall be lined with a 8 Ceramic Epoxy or Epoxy lining as designated in the City's Standard 9 Products List as shown in Section 0160 00. 10 2) Apply lining at a minimum of 40 mils DFT. 11 3) Due to the tolerances involved, the gasket area and spigot end up to 6 12 inches back from the end of the spigot end must be coated with 6 mils 13 nominal, 10 mils maximum using a Joint Compound as supplied by the 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 manufacturer. a) Apply the joint compound by brush to ensure coverage. b) Care should betaken that the joint compound is smooth without excess buildup in the gasket seat or on the spigot ends. c) Coat the gasket seat and spigot ends after the application of the lining. 4) Surface preparation shall be in accordance with the manufacturer's recommendations. 5) Check thickness using a magnetic film thickness gauge in accordance with the method outlincd in SSPC PA 2. 6) Test the interior lining of all pipe barrels for pinholes with a non- destructive 2,500 volt test. a) Repair any defects prior to shipment. 7) Mark each fitting with the date of application of the lining system along with its numerical sequence of application on that date and records maintained by the applicator of his work. 8) For all Ductile Iron Pipe in wastewater service where the pipe has been cut, coat the exposed surface with the touch-up material as recommended by the manufacturer. a) The touch-up material and the lining shall be of the same manufacturer. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:%projcc1s1031 M047-1952-0 Wrk PwdU-3 SPL'CSIPINAUDivision 33133 11 10_Dnclilc Iron Pipe.doc 33 11 10-10 DUCTILE IRON PIPE Page 10 of 14 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 INSTALLATION 8 A. General 9 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 10 AWWA C600, AWWA M41 and in accordance with the pipe manufacturer's 11 recommendations. 12 2. See Section 33 11 11 for installation requirements for Ductile Iron Fittings. 13 3. Lay pipe to the lines and grades as indicated in the Drawings. 14 4. Excavate and backfill trenches in accordance with Section 33 05 10. 15 5. Embed Ductile Iron Pipe in accordance with Section 33 05 10. 16 6. For installation of carrier pipe within casing, see Section 33 05 24. 17 B. Pipe Handling 18 1. Haul and distribute pipe and fittings at the project site. 19 2. Handle piping with care to avoid damage. 20 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 21 lowering into the trench. 22 b. Do not handle the pipe in such a way that will damage the interior lining. 23 c. Use only nylon ropes, slings or other lifting devices that will not damage the 24 surface of the pipe for handling the pipe. 25 3. At the close of each operating day: 26 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 27 the laying operation. 28 b. Effectively seal the open end of the pipe using a gasketed night cap. 29 C. Joint Making 30 1. Mechanical Joints 31 a. Bolt the follower ring into compression against the gasket with the bolts 32 tightened down evenly then cross torqued in accordance with AWWA C600. 33 b. Overstressing of bolts to compensate for poor installation practice will not be 34 permitted. 35 2. Push -on Joints 36 a. Install Push -on joints as defined in AWWA/ANSI C111/A21.11. 37 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 38 c. Place the gasket in the bell in the position prescribed by the manufacturer. CITY OF FORT WORTH Meadow Lakes and Jmkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised December 20, 2012 Faproject03I R\047-1%2-0 Wrk Prod12-3 SPECS RNAL1Division 33\33 It 10_Mictile Iron Pipe doe 9 331110-11 DUCTILE IRON PIPE Page 11 of 14 1 d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 2 gasket and the outside of the spigot prior to entering the spigot into the bell. 3 e. When using a field cut plain end piece of pipe, refinish the field cut and scarf to 4 conform to AWWA C600. 5 3. Flanged Joints 6 a. Use erection bolts and drift pins to make flanged connections. 7 1) Do not use undue force or restraint on the ends of the fittings. 8 2) Apply even and uniform pressure to the gasket. 9 b. The fitting must be free to move in any direction while bolting. 10 1) Install flange bolts with all bolt heads faced in one direction. 11 4. Joint Deflection 12 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 13 and grades and shown in the Drawings. 14 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 15 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 16 C600. 17 d. The manufacturer's recommendation may be used with the approval of the 18 Engineer. 19 D. Polyethylene Encasement Installation 20 1. Preparation 21 a. Remove all lumps of clay, mud, cinders, etc., on pipe surface prior to 22 installation of polyethylene encasement. 23 1) Prevent soil or embedment material from becoming trapped between pipe 24 and polyethylene. 25 b. Fit polyethylene film to contour of pipe to affect a snug, but not tight encase 26 with minimum space between polyethylene and pipe. 27 1) Provide sufficient slack in contouring to prevent stretching polyethylene 28 where it bridges irregular surfaces such as bell -spigot interfaces, bolted 29 joints or fittings and to prevent damage to polyethylene due to backfilling 30 operations. 31 2) Secure overlaps and ends with adhesive tape and hold. 32 c. For installations below water table and/or in areas subject to tidal actions, seal 33 both ends of polyethylene tube with adhesive tape at joint overlap. 34 2. Tubular Type (Method A) 35 a. Cut polyethylene tube to length approximately 2 feet longer than pipe section. 36 b. Slip tube around pipe, centering it to provide 1-foot overlap on each adjacent 37 pipe section and bunching it accordion -fashion lengthwise until it clears pipe 38 ends. 39 c. Lower pipe into trench and make up pipe joint with preceding section of pipe. 40 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 41 e. After assembling pipe joint, make overlap of polyethylene tube, pull bunched 42 polyethylene from preceding length of pipe, slip it over end of the new length 43 of pipe and wrap until it overlaps joint at end of preceding length of pipe. 44 f. Secure overlap in place. 45 g. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 46 of pipe, securing fold at quarter points. 47 h. Repair cuts, tears, punctures or other damage to polyethylene. CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised Deceinber 20, 2012 FAprojecis503181047-1912-0 Wrk Prod12-3 SPECSIFINALWivision W33 11 10_Ductile Iron Pipe.doc 33 11 10 - 12 DUCTILE IRON PIPE Page 12 of 14 1 i. Proceed with installation of next pipe in same manner. 2 3. Tubular Type (Method B) 3 a. Cut polyethylene tube to length approximately 1 foot shorter than pipe section. 4 b. Slip tube around pipe, centering it to provide 6 inches of bare pipe at each end. 5 c. Take up slack width at top of pipe to make a snug, but not tight, fit along barrel 6 of pipe, securing fold at quarter points; secure ends. 7 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 8 proceeding pipe section, bunching it accordion -fashion lengthwise. 9 e. After completing joint, pull 3-foot length of polyethylene over joint, 10 overlapping polyethylene previously installed on each adjacent section of pipe 11 by at least 1 foot; make each end snug and secure. 12 4. Sheet Type 13 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 14 section. 15 b. Center length to provide 1-foot overlap on each adjacent pipe section, bunching 16 it until it clears the pipe ends. 17 c. Wrap polyethylene around pipe so that it circumferentially overlaps top 18 quadrant of pipe. 19 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 20 e. Lower wrapped pipe into trench and make up pipe joint with preceding section 21 of pipe. 22 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 23 g. After completing joint, make overlap and secure ends. 24 h. Repair cuts, tears, punctures or other damage to polyethylene. 25 i. Proceed with installation of next section of pipe in same manner. 26 5. Pipe -Shaped Appurtenances 27 a. Cover bends, reducers, offsets and other pipe -shaped appurtenances with 28 polyethylene in same manner as pipe and fittings. 29 6. Odd -Shaped Appurtenances 30 a. When it is not practical to wrap valves, tees, crosses, and other odd -shaped 31 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 32 sheet under appurtenances and bringing it up around body. 33 b. Make seams by bringing edges together, folding over twice and taping down. 34 c. Tape polyethylene securely in place at the valve stem and at any other 35 penetrations. 36 7. Repairs 37 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 38 or with short length of polyethylene sheet or cut open tube, wrapped around 39 fitting to cover damaged area and secured in place. 40 8. Openings in Encasement 41 a. Provide openings for branches, service taps, blow -offs, air valves and similar 42 appurtenances by making an X-shaped cut in polyethylene and temporarily 43 folding back film. 44 b. After appurtenance is installed, tape slack securely to appurtenance and repair 45 cut, as well as other damaged area in polyethylene with tape. 46 c. Service taps may also be made directly through polyethylene, with any 47 resulting damaged areas being repaired as described above. CITY OF FORT WORTH Meadow Lakes and Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:Sprojects103161047-1912-O Wrk Prod123 5PECS\FiNAL}pivisio¢ 33133 11 10_Ductiie Iron Pipe.dw 9 33II10-13 DUCTILE IRON PIPE Page 13 of 14 1 9. Junctions between Wrapped and Unwrapped Pipe: 2 a. Where polyethylene -wrapped pipe joins an adjacent pipe that is not wrapped, 3 extend polyethylene wrap to cover adjacent pipe for distance of at Ieast 3 feet. 4 b. Secure end with circumferential turns of tape. 5 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 6 tape for minimum clear distance of 3 feet away from Cast or Ductile Iron Pipe. 7 3.5 REPAIIURESTORATION 8 A. Patching 9 1. Excessive field -patching is not permitted of lining or coating. 10 2. Patching of lining or coating will be allowed where area to be repaired does not 11 exceed 100 square inches and has no dimensions greater than 12 inches. 12 3. In general, there shall not be more than 1 patch on either the lining or the coating of 13 any 1 joint of pipe. 14 4. Wherever necessary to patch the pipe: 15 a. Make patch with cement mortar as previously specified for interior joints. 16 b. Do not install patched pipe until the patch has been properly and adequately 17 cured and approved for laying by the City. 18 5. Promptly remove rejected pipe from the site. 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL 21 A. Potable Water Mains 22 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains 23 a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water 24 main as specified in Section 33 04 40. 25 B. Wastewater Lines 26 1. Closed Circuit Television (CCTV) Inspection 27 a. Provide a Post -CCTV Inspection in accordance with Section 33 01 31. 28 3.8 SYSTEM STARTUP [NOT USED] 29 3.9 ADJUSTING [NOT USED] 30 3.10 CLEANING [NOT USED] 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 END OF SECTION 36 CITY OF FORT WORTH Meadow Cakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised December 20, 2012 F:Sprojects103181047-1912-0 Wrk Pmd12-3 SPECWENALWivision 33\33 11 10_ Duetile Iron Pipe_doe 331110-14 DUCTILE IRON PIPE Page 14 of 14 Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A. l.b. — Updated Payment types 12/20/2012 D. Johnson 1.3 — Added definitions of gland types for clarity 2.2.13.9, 10, 11 and 12 — Added reference to Section 33 1105 and removed material specification for bolts, nuts and gaskets CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Lnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F.lprojws103181047-19V2-0 Wrk Prod52-3 SPECSTINAL1Division 33133 11 10_Ducjile Iron Pipe.doc r l 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 33 1111 DUCTILE IRON FITTINGS 331111-1 DUCTILE IRON FITTINGS Page 1 of 13 5 A. Section Includes: 6 1. Ductile Iron Fittings 3-inch through 64-inch for potable water, wastewater, and 7 other liquids for use with Ductile Iron Pipe and Polyvinyl Chloride (PVC) Pipe 8 2. All mechanical joint fittings shall be mechanically restrained using restrained 9 wedge type retainer glands. 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 14 Contract 15 2. Division 1 — General Requirements 16 3. Section 03 30 00 — Cast -in -Place Concrete 17 4. Section 33 04 10 — Joint Bonding and Electrical Isolation 18 5. Section 33 04 40 — Cleaning and Acceptance Testing of Water Mains 19 6. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 20 7. Section 33 1105 —Bolts, Nuts, and Gaskets 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Ductile Iron Water Fittings with Restraint 24 a. Measurement 25 1) Shall be per ton of fittings supplied 26 2) Fittings weights are the sum of the various types of fittings multiplied by 27 the weight per fitting as listed in AWWA/ANSI C153/A21.53. 28 3) The fitting weights listed in AWWA/ANSI CI IO/A21.10 are only allowed 29 for specials where an AWWA/ANSI CI53/A21.53 is not available, or if the 30 Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 31 4) If the Contractor chooses to supply AWWA/ANSI C110/A21.10 (full 32 body) Ductile Iron Fittings in lieu of AWWA/ANSI CI53/A21.53 33 (compact) Ductile Iron Fittings at his convenience, then the weight shall be 34 measured in accordance with AWWA/ANSI C153/A21.53. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 and measured as provided under "Measurement" will be paid for at the unit 38 price bid per ton of "Ductile Iron Water Fittings with Restraint". 39 c. The price bid shall include: CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F.\projects10318VO47-1952-0 Wrk Prod12-3 SPECSTINAL1Divisioo 33133 11 It J)uu1i1eIron FiLdngs.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 33 11 11 -2 DUCTILE IRON FITTINGS Page 2 of 13 1) Furnishing and installing Ductile Iron Water Fittings as specified by the Drawings 2) Polyethylene encasement 3) Lining 4) Pavement removal 5) Excavation 6) Hauling 7) Disposal of excess material 8) Furnishing and installing bolts, nuts, and restraints 9) Furnishing, placement and compaction of embedment 10) Furnishing, placement and compaction of badkfill 11) Trench water stops 12) Clean-up 13) Cleaning 14) Disinfection 15) Testing 2. Ductile Iron Sewer Fittings a. Measurement 1) Shall be per ton of fittings supplied 2) Fittings weights are the sum of the various types of fittings multiplied by the weight per fitting as listed in AWWA/ANSI C153/A21.53. 3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed for specials where an AWWA/ANSI C153/A21.53 is not available, or if the Drawings specifically call for an AWWA/ANSI C 110/A21.10 fittings. 4) If the Contractor chooses to supply AWWA/ANSI C110/A21,10 (full body) Ductile Iron Fittings in lieu of AWWA/ANSI C 153/A21.53 (compact) Ductile Iron Fittings at his convenience, then the weight shall be measured in accordance with AWWA/ANSI C153/A21.53. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per ton of "Ductile Iron Sewer Fittings". c. The price bid shall include.- 1) Furnishing and installing Ductile Iron Water Fittings as specified by the Drawings 2) Epoxy Coating 3) Polyethylene encasement 4) Lining 5) Pavement removal 6) Excavation 7) Hauling 8) Disposal of excess material 9) Furnishing and installing bolts, nuts, and restraints 10) Furnishing, placement and compaction of embedment 11) Furnishing, placement and compaction of backfill 12) Clean-up 13) Cleaning 14) Disinfection CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer hufirovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojects103191017-1912-O Wrk Pmd\2-3 SPECS117NALIDivision 33133 11 I i_Duclde Iron Pittiugs.doc 33 11 11 -3 DUCTILE IRON FITTINGS Page 3 of 13 1 15) Testing 2 1.3 REFERENCES 3 A. Definitions 4 1. Gland or Follower Gland 5 a. Non -restrained, mechanical joint fitting 6 2. Retainer Gland 7 a. Mechanically restrained mechanical joint fitting, consisting of multiple 8 gripping wedges incorporated into a follower gland meeting the applicable 9 requirements of ANSI/AWWA C110/A21.10. 10 B. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard published at the time of the latest revision date logged at the end of this 13 Specification, unless a date is specifically cited. 14 2. American Society of Mechanical Engineers (ASME): 15 a. B 16.1, Gray Iron Pipe Flanges and Flanged Fittings (Classes 25, 125 and 250). 16 3. ASTM International (ASTM): 17 a. At 93, Standard Specification for Alloy -Steel and Stainless Steel Bolting for 18 High Temperature or High Pressure Service and Other Special Purpose 19 Applications 20 b. Al94, Specification for Carbon and Alloy Steel Nuts for Bolts for High 21 Pressure or High Temperature Service, or Both 22 c. A242, Standard Specification for High -Strength Low -Alloy Structural Steel. 23 d. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 24 Water or Other Liquids. 25 e. B 117, Standard Practice for Operating Salt Spray (Fog) Apparatus. 26 4. American. Water Works Association (AW WA): 27 a. C203, Coal -Tar Protective Coatings and Linings for Steel Water Pipelines - 28 Enamel and Tape - Hot Applied. 29 b. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. 30 c. M41, Ductile -Iron Pipe and Fittings. 31 5. American Water Works Association/American National Standards Institute 32 (AWWAJANSI): 33 a. CI04/A21.4, Cement --Mortar Lining for Ductile -Iron Pipe and Fittings. 34 b. C105/A21.5, Polyethylene Encasement for Ductile -Iron Pipe Systems. 35 c. Cl l0/A21.10, Ductile -Iron and Gray -Iron Fittings. 36 d. CI I1/A21.11, Rubber -Gasket Joints for Ductile -Iron Pressure Pipe and Fittings. 37 e. C115/A21.15, Flanged Ductile -Iron Pipe with Ductile -Iron or Gray -Iron 38 Threaded Flanges. . 39 f. C 15 1 /A21.51, Ductile -Iron Pipe, Centrifugally Cast, for Water. 40 g. C153/A21.53, Ductile -Iran Compact Fittings for Water Service. 41 6. NSF International (NSF): 42 a. 61, Drinking Water System Components - Health Effects. 43 7. Society for Protective Coatings (SSPC): 44 a. PA 2, Measurement of Dry Coating Thickness with Magnetic Gages. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 1-:lprojec1s503181047-1W-0 Wrk ProdV2-3 SPECS+TNALlDivisiou 33133 III I_Ductile Iron Fittiugs.duc 33 11 11 -4 DUCTILE IRON FITTINGS Page 4 of 13 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Submittals shall be in accordance with Section 0133 00. 4 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 5 specials. 6 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS 7 A. Product Data 8 1. Ductile Iron Fittings 9 a. Pressure class 10 b. Interior lining 11 c. Joint types 12 2. Polyethylene encasement and tape 13 a. Planned method of installation 14 b. Whether the film is linear low density or high density cross linked polyethylene 15 c. The thickness of the film provided 16 3. The interior lining, if it is other than cement mortar lining in accordance with 17 AWWA/ANSI C104/A21.4 18 a. Material 19 b. Application recommendations 20 c. Field touch-up procedures 21 4. Thrust Restraint 22 a. Retainer glands 23 b. Thrust harnesses 24 c. Any other means 25 5. Gaskets 26 a. Provide Gaskets in accordance with Section 33 1105. 27 6. Isolation Flanges 28 a. Flanges required by the drawings to be Isolation Flanges shall conform to 29 Section 33 04 10. 30 7. Bolts and Nuts 31 a. Mechanical Joints 32 1) Provide bolts and nuts in accordance with Section 33 1105. 33 b. Flanged Ends 34 1) Meet requirements of AWWA C115. 35 a) Provide bolts and nuts in accordance with Section 33 11 05. 36 8. Flange Coatings 37 a. Connections to Steel Flanges 38 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 39 Tape System in accordance with Section 33 1105. 40 B. Certificates 41 1. The manufacturer shall furnish an affidavit certifying that all Ductile Iron Fittings 42 meet the provisions of this Section and meet the requirements of AWWA/ANSI 43 C 110/A21.10 or AW WA/ANSI C153/A21.53. CITY OF FORT WORTH ]Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 17:lprojeclsM 181047-1912-0 Wrk Prod12-3 SPECSWWALlDivision 33133 11 1 1_Ductile iron Filtings.doc d 33 11 11-5 DUCTILE IRON FrITINGS Page 5 of 13 1 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B 117 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. Qualifications 6 1. Manufacturers 7 a. Fittings manufacturing operations (fittings, lining, and coatings) shall be 8 performed under the control of the manufacturer. 9 b. Ductile Iron Fittings shall be manufactured in accordance with AWWA/ANSI 10 CI IO/A21.10 or AWWA/ANSI C153/A21.53. 11 1) Perform quality control tests and maintain the results as outlined in these 12 standards to assure compliance. 13 B. Preconstruction Testing 14 1. The City may, at its own cost, subject random fittings for destructive testing by an 15 independent laboratory for compliance with this Specification. 16 a. The compliance test shall be performed in the United States. 17 b. Any visible defects or failure to meet the quality standards herein will be 18 grounds for rejecting the entire order. 19 1.10 DELIVERY, STORAGE, AND HANDLING 20 A. Storage and Handling Requirements 21 1. Store and handle in accordance with the guidelines as stated in AWWA M41. 22 2. Secure and maintain a location to store the material in accordance with Section 01 23 6600. 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER -FURNISHED [ot:] OWNER -SUPPLIED PRODUCTS [NOT USED] 28 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 29 A. Manufacturers 30 1. Only the manufacturers as listed on the City's Standard Products List will be 31 considered as shown in Section 0160 00. 32 a. The manufacturer must comply with this Specification and related Sections. 33 2. Any product that is not listed on the Standard Products List is considered a 34 substitution and shall be submitted in accordance with Section 0125 00. 35 B. Ductile Iron Fittings 36 1. Ductile Iron Fittings shall be in accordance with AWWA/ANSI CHO/A21.10, 37 AWWA/ANSI C153/A21.53. 38 2. All fittings for potable water service shall meet the requirements of NSF 61. CITY OF FORT WORTH Meadow Lakes and lenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F \projects1031 M047-1912 0 Wrk Pmd52-3 SPECSTINAUDivision 3303 11 1 I—Dactile Iron Fit€ings.doc 33 11 11 -6 DUCTILE IRON FITTINGS Page 6 of 13 1 3. Ductile Iron Fittings, at a minimum, shall meet or exceed the pressures classes of 2 the pipe which the fitting is connected, unless specifically indicated in the 3 Drawings. 4 4. Fittings Markings 5 a. Meet the minimum requirements of AWWA/ANSI C151/A21.51. 6 b. Minimum markings shall include: 7 1) "DI" or "Ductile" cast or metal stamped on each fitting 8 2) Applicable AWWA/ANSI standard for that the fitting 9 3) Pressure rating 10 4) Number of degrees for all bends 11 5) Nominal diameter of the openings 12 6) Year and country fitting was cast 13 7) Manufacturer's mark 14 I5 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 5. Joints a. Mechanical Joints with mechanical restraint 1) Comply with AWWA/ANSI C111/A21.11 and applicable parts of ANSI/AWWA C110/A21.10. 2) The retainer gland shall have the following working pressure ratings based on size and type of pipe: a) Ductile Iron Pipe (1) 3-inch-16-inch, 350 psi (2) 18-inch — 48-inch, 250 psi b) PVC C900 and C905 (1) 3-inch-12-inch, 305psi (2) 14-inch —16-inch, 235psi (3) 18-inch -- 20-inch, 200psi (4) 24-inch — 30 —inch 165psi c) Ratings are for water pressure and must include a minimum safety factor of 2 to 1 in all sizes 3) Retainer glands shall have specific designs for Ductile Iron and PVC and should be easily differentiate between the 2. 4) Gland body, wedges and wedge actuating components shall be cast from grade 65-45-12 ductile iron material in accordance with ASTM A536. 5) Mechanical joint restraint shall require conventional tools and installation procedures per AWWA C600, while retaining full mechanical joint deflection during assembly as well as allowing joint deflection after assembly. .6) Proper actuation of the gripping wedges shall be ensured with torque limiting twist off nuts. b. Push -On, Restrained Joints 1) Restraining Push -on joints by means of a special gasket a) Only those products that are listed in 01 60 00 b) The working pressure rating of the restrained gasket must exceed the test pressure of the pipe line to be installed. c) Approved for use of restraining Ductile Iron Pipe in casing with a carrier pipe of 4-inches to 12-inches d) Otherwise only approved if specially listed on the drawings CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Paproje ts103181047-1912-0 wrk Prod12-3 SPECSTINAL\Dwision 33"3 11 11 Ductile Iron Fillings.doc 33 11 11 -7 DUCTILE IRON FITTINGS Page 7 of 13 1 2) Push -on Restrained Joint bell and spigot 2 a) Only those products list in the standard products list will be allowed for 3 the size listed in the standard products list per Section 01 60 00 4 b) Pressure rating shall exceed the working and test pressure of the pipe 5 line 6 c. Flanged Joints 7 1) AWWA/ANSI C115/A21.15, ASME B16.1, Class 125 8 2) Flange bolt circles and bolt holes shall match those of ASME B 16.1, Class 9 125. 10 3) Field fabricated flanges are prohibited. 11 6. Gaskets 12 a. Provide Gaskets in accordance with Section 33 1105. 13 7. Isolation Flanges 14 a. Flanges required by the drawings to be Isolation Flanges shall conform to 15 Section 33 04 10. 16 8. Bolts and Nuts 17 a. Mechanical Joints 18 1) Provide bolts and nuts in accordance with Section 33 1105. 19 b. Flanged Ends 20 1) Meet requirements of AWWA Cl 15. 21 a) Provide bolts and nuts in accordance with Section 33 1105. 22 9. Flange Coatings 23 a. Connections to Steel Flanges 24 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 25 Tape System in accordance with Section 33 1105. 26 10. Ductile Iron Fitting Exterior Coatings 27 a. All Ductile Iron Fittings shall have an asphaltic coating, minimum of 1 mil 28 thick, on the exterior, unless otherwise specified in the Contract Documents. 29 11. Polyethylene Encasement 30 a. All buried Ductile Iron Fittings shall be polyethylene encased. 31 b. Only manufacturers listed in the City's Standard Products List as shown in 32 Section 0160 00 will be considered acceptable. 33 c. Use only virgin polyethylene material. 34 d. Encasement for buried fittings shall be 8 miI linear low density (LLD) 35 polyethylene conforming to AWWA/ANSI C i 05/A21.5 or 4 mil high density 36 cross -laminated (HDCL) polyethylene encasement conforming to conforming 37 to AWWA/ANSI CI05/A21.5 and ASTM A674. 38 e. Marking: At a minimum of every 2 feet along its length, the mark the 39 polyethylene film with the following information: 40 1) Manufacturer's name or trademark 41 2) Year of manufacturer 42 3) AWWA/ANSI CI05/A21.5 43 4) Minimum film thickness and material type 44 5) Applicable range of nominal diameter sizes 45 6) Warning — Corrosion Protection — Repair Any Damage 46 f. Special Markings/Colors CITY OF FORT WORTH Meadow Lakes and Jenlcin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 rAprojmts50319V047-1912-0 Wrk Prod12-3 SPECSWINALUXvision 33\33 11 11 Mode Iron Fmings.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 33 11 11 -8 DUCTILE IRON FITTINGS Page 8 of 13 1) Reclaimed Water, perform one of the following: a) Label polyethylene encasement with "RECLAII MD WATER", b) Provide purple polyethylene in accordance with the American Public Works Association Uniform Color Code; or c) Attach purple reclaimed water marker tape to the polyethylene wrap. 2) Wastewater, perform one of the following: a) Label polyethylene encasement with "WASTEWATER"; b) Provide green polyethylene in accordance with the American Public Works Association Uniform Color Code; or c) Attach green sanitary sewer marker tape to the polyethylene wrap. g. Minimum widths Polyethylene Tube and Sheet Sizes for Push -On Joint Fittings Nominal Fittings Diameter (inches) 3 4 6 8 10 12 14 16 18 20 24 30 36 42 48 54 60 64 Min. Width — Flat Tube (inches) 14 14 16 20 24 27 30 34 37 41 54 67 81 81 95 108 108 121 Min. Width — Sheet (inches) 28 28 32 40 48 54 60 68 74 82 108 134 162 162 190 216 216 242 12. Ductile Iron Fittings Interior Lining a. Cement Mortar Lining 1) Ductile Iron Fittings for potable water shall have a cement mortar lining in accordance with AWWA/ANSI CI04/A21.4 and be acceptable according to NSF 61. b. Ceramic Epoxy or Epoxy Linings 1) Ductile Iron Fittings for use in wastewater applications shall be lined with a Ceramic Epoxy or Epoxy lining as designated in the Standard Products List as shown in Section 01 60 00. 2) Apply lining at a minimum of 40 mils DFT CITY OF FORT WORTH Meadow lakes and ]enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 0J829 Revised December 20, 2012 F:lgrojects103181047-19U-0 Wyk Prodl2-3 SPFCSNMA-LDivision 33\33 It 11. Ductile Iron Fittings.doc 33It11-9 DUCTILE IRON FITTINGS Page 9 of 13 1 3) Due to the tolerances involved, the gasket area and spigot end up to 6 2 inches back from the end of the spigot end must be coated with 6 mils 3 nominal, 10 mils maximum using a Joint Compound as supplied by the 4 manufacturer. 5 a) Apply the joint compound by brush to ensure coverage. 6 b) Care should betaken that the joint compound is smooth without excess 7 buildup in the gasket seat or on the spigot ends. 8 c) Coat the gasket seat and spigot ends after the application of the lining. 9 4) Surface preparation shall be in accordance with the manufacturer's 10 recommendations. 11 5) Check thickness using a magnetic film thickness gauge in accordance with 12 the method outlined in SSPC PA 2. 13 6) Test the interior Iining of all fittings for pinholes with a non-destructive 14 2,500 volt test. 15 a) Repair any defects prior to shipment. 16 7) Mark each fitting with the date of application of the lining system along 17 with its numerical sequence of application on that date and records 18 maintained by the applicator of his work. 19 8) For all Ductile Iron Fittings in wastewater service where the fitting has 20 been cut, coat the exposed surface with the touch-up material as 21 recommended by the manufacturer. 22 a) The touch-up material and the lining shall be of the same manufacturer. 23 2.3 ACCESSORIES [NOT USED] 24 2.4 SOURCE QUALITY CONTROL [NOT USED] 25 PART 3 - EXECUTION 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINATION (NOT USED] 28 3.3 PREPARATION INOT USED] 29 3.4 INSTALLATION 30 A. General 31 1. Install fittings, specials and appurtenances as specified herein, as specified in 32 AWWA C600, AWWA M41, and in accordance with the fittings manufacturer's 33 recommendations. 34 2. Lay fittings to the lines and grades as indicated in the Drawings. 35 3. Excavate and backfill trenches in accordance with 33 05 10. 36 4. Embed Ductile Iron Fittings in accordance with 33 05 10. 37 B. Joint Making 38 1. Mechanical Joints with required mechanical restraint 39 a. All mechanical joints require mechanical restraint. 40 b. Bolt the retainer gland into compression against the gasket, with the bolts 41 tightened down evenly then cross torqued in accordance with AWWA C600. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Fiprojoc4s503lM047-1912-0 Wrk Prod12-3 SPEMNNAUDMsion 33133 11 11—DuctileIron Fittings.doc 33 11 11 - 10 DUCTILE ]RON FITTINGS Page 10 of 13 1 c. Overstressing of bolts to compensate for poor installation practice will not be 2 permitted. 3 2. Push -on Joints (restrained) 4 a. All push -on joints shall be restrained push -on type. 5 b. Install Push -on joints as defined in AWWA/ANSI CI11/A21.11. 6 c. Wipe clean the gasket seat inside the bell of all extraneous matter. 7 d. Place the gasket in the bell in the position prescribed by the manufacturer. 8 e. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the 9 gasket and the outside of the spigot prior to entering the spigot into the bell. 10 f. When using a field out plain end piece of pipe, refinished the field cut and scarf 11 to conform to AWWA M-41. 12 3. Flanged Joints 13 a. Use erection bolts and drift pins to make flanged connections. 14 1) Do not use undue force or restraint on the ends of the fittings. 15 2) Apply even and uniform pressure to the gasket. 16 b. The fitting must be free to move in any direction while bolting. 17 1) Install flange bolts with all bolt heads faced in 1 direction. 18 4. Joint Deflection 19 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 20 and grades and shown in the Drawings. 21 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 22 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 23 C600. 24 d. The manufacturer's recommendation may be used with the approval of the 25 Engineer. 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 C. Polyethylene Encasement Installation 1. Preparation a. Remove all lumps of clay, mud, cinders, etc., on fittings surface prior to installation of polyethylene encasement. 1) Prevent soil or embedment material from becoming trapped between fittings and polyethylene. b. Fit polyethylene film to contour of fittings to affect a snug, but not tight encase with minimum space between polyethylene and fittings. 1) Provide sufficient slack in contouring to prevent stretching polyethylene where it bridges irregular surfaces such as bell -spigot interfaces, bolted joints or fittings, and to prevent damage to polyethylene due to backfilling operations. 2) Secure overlaps and ends with adhesive tape and hold. c. For installations below water table and/or in areas subject to tidal actions, seal both ends of polyethylene tube with adhesive tape at joint overlap. 2. Tubular Type (Method A) a. Cut polyethylene tube to length approximately 2 feet longer than fittings section. b. Slip tube around fittings, centering it to provide 1 foot overlap on each adjacent pipe section and bunching it accordion -fashion lengthwise until it clears fittings ends. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised Dwemher 20, 2012 F:\prqjects\0318\047-19V-0 Wrk Pmd12-3 SPRMF1NAL\Dwisiun 33\33 11 11_Ductile Iron Fittinga.doc 3311 11 -11 DUCTILE IRON FITTINGS Page I i of 13 1 c. Lower fittings into trench with preceding section of pipe. 2 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 3 e. After assembling fittings make overlap of polyethylene tube, pull bunched 4 polyethylene from preceding length of pipe, slip it over end of the fitting and 5 wrap until it overlaps joint at end of preceding length of pipe. 6 f. Secure overlap in place. 7 g. Take up slack width at top of fitting to make a snug, but not tight, fit along 8 barrel of fitting, securing fold at quarter points. 9 h. Repair cuts, tears, punctures or other damage to polyethylene. 10 i. Proceed with installation of next fitting in same manner. 11 3. Tubular Type (Method B) 12 a. Cut polyethylene tube to length approximately 1 foot shorter than fitting 13 section. 14 b. Slip tube around fitting, centering it to provide 6 inches of bare fitting at each 15 end. 16 c. Take up slack width at top of fitting to make a snug, but not tight, fit along 17 barrel of fitting, securing fold at quarter points; secure ends. 18 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 19 proceeding pipe section, bunching it accordion -fashion lengthwise. 20 e. After completing joint, pull 3-foot length of polyethylene over joint, 21 overlapping polyethylene previously installed on each adjacent section of pipe 22 by at least 1 foot; make each end snug and secure. 23 4. Sheet Type 24 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 25 section. 26 b. Center length to provide 1-foot overlap on each fitting, bunching it until it 27 clears the fitting ends. 28 c. Wrap polyethylene around fitting so that it circumferentially overlaps top 29 quadrant of fitting. 30 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 31 e. Lower wrapped fitting into trench with preceding section of pipe. 32 f Make shallow bell hole at joints to facilitate installation of polyethylene. 33 g. After completing joint, make overlap and secure ends. 34 h. Repair cuts, tears, punctures or other damage to polyethylene. 35 i. Proceed with installation of fittings in same manner. 36 5. Pipe -Shaped Appurtenances 37 a. Cover bends, reducers, offsets, and other pipe -shaped appurtenances with 38 polyethylene in same manner as pipe and fittings. 39 6. Odd -Shaped Appurtenances 40 a. When it is not practical to wrap valves, tees, crosses and other odd -shaped 41 pieces in tube, wrap with flat sheet or split length polyethylene tube by passing 42 sheet under appurtenances and bringing it up around body. 43 b. Make seams by bringing edges together, folding over twice and taping down. 44 c. Tape polyethylene securely in place at the valve stem and at any other 45 penetrations. 46 7. Repairs CrrY OF FORT WORTH Meadow Lakes and Jenkin Sleights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 MprojectsW31 M47-1952-0 Wyk Pio&2-3 SPECS\HNALWivision 33\33 11 1 (_Ductile Iron Fittings.doc 33 11 11 -12 DUCTILE IRON FITTINGS Page 12 of 13 1 a. Repair any cuts, tears, punctures or damage to polyethylene with adhesive tape 2 or with short length of polyethylene sheet or cut open tube, wrapped around 3 fitting to cover damaged area, and secure in place. 4 8. Openings in Encasement 5 a. Provide openings for branches, service taps, blow -offs, air valves and similar 6 appurtenances by making an X-shaped cut in polyethylene and temporarily 7 folding back film. 8 b. After appurtenance is installed, tape slack securely to appurtenance and repair 9 cut, as well as other damaged area in polyethylene with tape. 10 c. Service taps may also be made directly through polyethylene, with any 11 resulting damaged areas being repaired as described above. 12 9. Junctions between Wrapped and Unwrapped Fittings 13 a. Where polyethylene -wrapped fitting joins an adjacent pipe that is not wrapped, 14 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 15 b. Secure end with circumferential turns of tape. 16 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 17 tape for minimum clear distance of 3 feet away from cast or Ductile Iron 18 Fittings. 19 D. Blocking 20 1. Install concrete blocking in accordance with Section 03 30 00 for all bends, tees, 21 crosses and plugs in the pipe lines as indicated in the Drawings. 22 2. Place the concrete blocking so as to rest against firm undisturbed trench walls, 23 normal to the thrust. 24 3. The supporting area for each block shall be at least as great as that indicated on the 25 Drawings and shall be sufficient to withstand the thrust, including water hammer, 26 which may develop. 27 4. Each block shall rest on a firm, undisturbed foundation or trench bottom. 28 5. If the Contractor encounters soil that appears to be different than that which was 29 used to calculate the blocking according to the Drawings, the Contractor shall 30 notify the Engineer prior to the installation of the blocking. 31 3.5 REPAUVRESTORATION 32 33 34 35 36 37 38 39 40 41 42 A. Patching 1. Excessive field -patching is not permitted of lining or coating. 2. Patching of lining or coating will be allowed where area to be repaired does not exceed 100 square inches and has no dimensions greater than 12 inches. 3. In general, there shall not be more than 1 patch on either the lining or the coating of any fitting. 4. Wherever necessary to patch the fitting: a. Make patch with cement mortar as previously specified for interior joints. b. Do not install patched fitting until the patch has been properly and adequately cured and approved for laying by the City. c. Promptly remove rejected fittings from the site. CITY OF FORT WORTH Meadow Lakes and Jeokin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 01829 Revised December 20, 2012 F:lpmjec;sWl81047-1952-0 Wrk Pro&2-3 SPECSTMALlDivision 33133 11 11 _Ductile lion Fittutp.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 I 33 11 11 - 13 DUCTILE IRON FITTINGS Page 13 of 13 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [op] SITE QUALITY CONTROL A. potable Water Mains 1. Cleaning, disinfection, hydrostatic testing and bacteriological testing of water mains a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water main as specified in Section 33 04 40. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE NAME 12/20/2012 D. Johnson END OF SECTION Revision Log SUMMARY OF CHANGE 1.2.A.1.c — Restraints included in price bid 1.2.A.2.c — Restraints included in price bid 1.3 — Added definitions of gland types for clarity 2.2.13.5 -- Removed unrestrained push -on and mechanical joints 2.2.B.6, 7, 8, and 9 — Added reference to Section 33 05 10 and 33 04 10; removed material specifications for bolts, nuts and gaskets. 3.4 — Requirement for all mechanical and push -on joints to be restrained 3AD— Corrected reference CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Lnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lpr0jec1s503181047-19U-0 Wrk PmM-3 SPECSTMAIADivision 33M I I I I_Doctile Iron Fittings.doc 33 11 12 - 1 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 1 of 8 SECTION 33 1112 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE 17I.4If�"310D11M.]0 1.1 SUMMARY A. Section Includes: 1. Polyvinyl Chloride (PVC) Pressure Pipe 4-inch through 36-inch for potable water, wastewater and reuse applications B. Deviations from this City of Fort Worth Standard Specification 1. PVC Pipe internal restraint is allowed on this project. a. Bulldog Restraining system. b. Certa-Lok Restrained -Joint. 2. Minimum restraining lengths are not provided on the plans. 3. Restraining systems shall at minimum comply with ASTM F1674 or ASTM D3139. 4. Independent third party testing certification shall be provided as a part of the shop drawing if an internal restraining system is to be used. r C. Related Specification Sections include, but are not necessarily limited to: 1 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1— General Requirements 3. 33 01 31 — Closed Circuit Television (CCTV) Inspection 4. 33 04 40 — Cleaning and Acceptance Testing of Water Mains 5. 33 05 10 —Utility Trench Excavation, Embedment and Backfill 6. 33 05 24 — Installation of Carrier Pipe in Casing or Tunnel Liner Plate 7. 33 11 11 —Ductile Iron Fittings 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Measurement a. Measured horizontally along the surface from center line to center line of the fitting, manhole, or appurtenance 2. Payment a. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "PVC Water Pipe" installed for: 1) Various sizes 2) Various types of backfill b. The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per linear foot of "Sewer Force Main" installed for; CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised November 16, 2018 F:\prqjccts10318\047-l9\2-0 Wrk Prod12-3 SPECSIFINAL\Division 33133 11 12_Polyvinyl Chloride (PVC) Pressure Pipe.doc 331112-2 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 2 of 8 1) Various sizes The price bid shall include: a. Furnishing and installing PVC Pressure Pipe with joints as specified by the Drawings b. Mobilization c. Pavement removal d. Excavation e. Hauling f. Disposal of excess material g. Furnishing, placement and compaction of embedment h. Furnishing, placement and compaction of backfill i. Trench water stops j. Thrust restraint, if required by Contract Documents k. Gaskets 1. Clean-up in. Cleaning n. Disinfection o. Testing 1.3 REFERENCES A. Reference Standards I. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. American Association of State Highway and Transportation Officials (AASHTO). 3. ASTM International (ASTM): a. D1784, Standard Specification for Rigid Poly(Vinyl-Chloride) (PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. b. D3139, Standard Specification for Joints for Plastic Pressure Pipes Using Flexible Elastomeric Seals. 4. American Water Works Association (AWWA): a. C600, Installation of Ductile -Iron Water Mains and their Appurtenances. b. C605, Underground Installation of Polyvinyl Chloride (PVC) Pressure Pipes and Fittings for Water. c. C900, Polyvinyl Chloride (PVC) Pressure Pipe, and Fabricated Fittings, 4 IN through 60 IN, for Water Transmission and Distribution. d. M23, PVC Pipe — Design and Installation. e. M41, Ductile -Iron Pipe and Fittings. 5. NSF International (NSF): a. 61, Drinking Water System Components —Health Effects. 6. Underwriters Laboratories, Inc. (UL). 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED) 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 0133 00. B. All submittals shall be approved by the City prior to delivery. CITY OF FORT WORTH Meadow Ickes and Ienkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised November 16, 2018 F:lprojects103181047-1912-0 Wrk Prod12-3 SPECSIFINAL1Division 33\33 11 12_Polyvinyl CWoiide (PVC) Pressure Pipe.doc 33 11 12 - 3 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 3 of 8 1.6 ACTION SUBMITTALS / INFORMATIONAL SUBMITTALS A. Product Data 1. For PVC Pressure Pipe that is used for water distribution, wastewater force mains or wastewater gravity mains, including: a. PVC Pressure Pipe b. Manufacturer c. Dimension Ratio d. Joint Types 2. Restraint, if required in Contract Documents a. Retainer glands b. Thrust harnesses c. Any other means of restraint 3. Gaskets B. Shop Drawings: When restrained joints are required, finnish for PVC Pressure Pipe used in the water distribution system or for a wastewater force main for 24-inch and greater diameters, including: 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in Texas including: a. Working pressure b. Surge pressure c. Deflection 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed Professional Engineer in Texas, to verify the restraint lengths shown on the Drawings. 3. Lay schedule / drawing for 24-inch and greater diameters sealed by a Licensed Professional Engineer in Texas including: a. Pipe class b. Joints type c. Fittings d. Stationing e. Transitions f Joint deflection C. Certificates 1. Furnish an affidavit certifying that all PVC Pressure Pipe meets the provisions of this Section, each run of pipe furnished has met Specifications, all inspections have been made and that all tests have been performed in accordance with AWWA C900. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications 1. Manufacturers CrrY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised November 16, 2018 F:lprojects103181047-19120 Wrk Prod12-3 SPECSIFINAL1Division 33133 11 12_Polyvinyl Chloride (PVC) Pressure Pipe.doc 33 11 12-4 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 4 of 8 a. Finished pipe shall be the product of 1 manufacturer for each size, unless otherwise approved by the City. 1) Change orders, specials, and field changes may be provided by a different manufacturer upon City approval. b. Pipe manufacturing operations shall be performed under the control of the manufacturer. c. All pipe furnished shall be in conformance with AWWA C900. 1.10 DELIVERY, STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store and handle in accordance with the guidelines as stated in AWWA M23. 2. Secure and maintain a location to store the material in accordance with Section 01 6600. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Pipe 1. Pipe shall be in accordance with AWWA C900. 2. PVC Pressure Pipe for potable water shall meet the requirements of NSF 61. 3. Pressure Pipe shall be approved by the UL. 4. Pipe shall have a lay length of 20 feet except for special fittings or closure pieces necessary to comply with the Drawings. 5. The pipe material shall be PVC, meeting the requirements of ASTM D1784, with a cell classification of 12454. Outside diameters must be equal to those of cast iron and ductile iron pipes. 6. As a minimum the following Dimension Ratio's apply: Diameter Min Pressure Class (inch) (psi) 4 through 12 DR 14 16 through 24 DR 18 7. Pipe Markings CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised November 16, 2018 R\projects1031 M047-1912-0 Wrk Prod12-3 SPECSIFINAL1Division 33133 11 12_Polyvinyl Chloride (PVC) Pressure Pipe.doc 33 11 12-5 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 5 of 8 a. Meet the minimum requirements of AWWA C900. Minimum pipe markings shall be as follows: 1) Manufacturer's Name or Trademark and production record 2) Nominal pipe size 3) Dimension Ratio 4) AWWA C900 5) Seal of testing agency that verified the suitability of the pipe C. Pressure and Deflection Design Pipe design shall be based on trench conditions and design pressure class specified in the Drawings. Pipe shall be designed according to the methods indicated in AWWA M23 for trench construction, using the following parameters: a. Unit Weight of Fill (w) = 130 pef b. Live Load = AASHTO HS 20 c. Trench Depth = 12 feet minimum, or as indicated in Drawings d. Maximum E' = 1,000 max e. Deflection Lag Factor = 1.0 £ Working Pressure (Pw) = 150 psi g. Surge Allowance (Ps) = 100 psi minimum h. Test Pressure = 1) No less than 1.25 times the stated working pressure (187 psi minimum) of the pipeline measured at the highest elevation along the test section. 2) No less than 1.5 times the stated working pressure (225 psi minimum) at the lowest elevation of the test section. i. Maximum Calculated Deflection = 3 percent j. Restrained Joint Safety Factor (SF) = 1.5 k. Maximum Joint Deflection = 50 percent of the manufacturer's recommendations. 2. Verify trench depths after existing utilities are located. a. Accommodate vertical alignment changes required because of existing utility or other conflicts by an appropriate change in pipe design depth. b. In no case shall pipe be installed deeper than its design allows. 3. Provisions for Thrust a. Thrusts at bends, tees, plugs or other fittings shall be mechanically restrained joints when required by the Drawings. b. No thrust restraint contribution shall be allowed for the restrained length of pipe within the casing. c. Restrained joints, where required, shall be used for a sufficient distance from each side of the bend, tee, plug, valve, or other fitting to resist thrust which will be developed at the design pressure of the pipe. For the purpose of thrust the following shall apply: 1) Calculate valves as dead ends. 2) Design pressure shall be greater than the pressure class of the pipe or the internal pressure (P), whichever is greater. 3) Restrained joints shall consist of approved mechanical restrained or push - on restrained joints as listed in the City's Standard Products List as shown in Section 01 60 00, 4) Restrained PVC pipe is not allowed for pipe greater than 12 inches. CITY OF FORT WORTH Meadow Lakes and ]enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised November 16, 2018 F:lprojects103181047-1912-0 Wrk Prod12-3 SPECSIFINAL1Division 33133 11 12 Polyvinyl Chloride (PVC) Pressure Pipe.doc 33 11 12 - 6 POLYVINYL. CHLORIDE (PVC) PRESSURE PIPE Page 6 of 8 d. The Pipe Manufacturer shall verify the length of pipe with restrained joints to resist thrust in accordance with the Drawings and the following: 1) Calculate the weight of the earth (We) as the weight of the projected soil prism above the pipe, for unsaturated soil conditions. 2) Soil density = 115 pef (maximum value to be used), for unsaturated soil conditions 3) In locations where ground water is encountered, reduce the soil density to its buoyant weight for the backfill below the water table. a) Reduce the coefficient of friction to 0.25. 4. Joints a. Joints shall be gasket, bell and spigot and push -on type conforming to ASTM D3139. b. Since each pipe manufacturer has a different design for push -on joints, gaskets shall be part of a complete pipe section and purchased as such. c. Lubricant must be non -toxic and NSF approved for potable water applications. d. Push -On Restrained Joints shall only be as approved in the Standard Products List in Section 01 60 00. 5. Detectable Markers a. Provide detectable markers in accordance with Section 33 05 26. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install pipe, fittings, specials and appurtenances as specified herein, as specifiedin AWWA C600, AWWA C605, AWWA M23 and in accordance with the pipe manufacturer's recommendations. 2. Lay pipe to the lines and grades as indicated in the Drawings. 3. Excavate and backfill trenches in accordance with Section 33 05 10. 4. Embed PVC Pressure Pipe in accordance with Section 33 05 10. 5. For installation of carrier pipe within casing, see Section 33 05 24, B. Pipe Handling 1. Haul and distribute pipe and fittings at the project site. 2. Handle piping with care to avoid damage. a. Inspect each joint of pipe and rejector repair any damaged pipe prior to lowering into the trench. CITY OF FORT WORTH Meadow Fakes and Jcnkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01929 Revised November 16, 2018 F:lprojects103181047-1912-0 Wrk Prod12-3 SPECSIFINAL%Divisiou 33133 It 12_Polyvinyl Chloride (PVC) Pressure Pipe.doc 33 11 12-7 POLYVINYL CHLORIDE (PVC) PRESSURE PIPE Page 7 of 8 b. Use only nylon ropes, slings or other lifting devices that will not damage the surface of the pipe for handling the pipe. 3. At the close of each operating day: a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after the laying operation. b. Effectively seal the open end of the pipe using a gasketed night cap. C. Joint Making l . Mechanical Joints a. In accordance with Section 33 11 11, 2. Push -on Joints a. Install Push -On joints as defined in AWWA C900. b. Wipe clean the gasket seat inside the bell of all extraneous matter. c. Place the gasket in the bell in the position prescribed by the manufacturer. d. Apply a thin film of non -toxic vegetable soap lubricant to the inside of the gasket and the outside of the spigot prior to entering the spigot into the bell. e. When using a field cut plain end piece of pipe, refinish the field cut to conform to AWWA C605. 3. Joint Deflection a. Deflect the pipe only when necessary to avoid obstructions, or to meet the lines and grades shown in the Drawings. b. Joint deflection shall not exceed 50 percent of the manufacturer's recommendation. D. Detectable Metallic Tape Installation 1. See Section 33 05 26. 3.5 REPAIR/RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Potable Water Mains 1. Cleaning, disinfection, hydrostatic testing, and bacteriological testing of water mains: a. Clean, flush, pig, disinfect, hydrostatic test and bacteriological test the water main as specified in Section 33 04 40. B. Wastewater Lines 1. Closed Circuit Television (CCTV) Inspection a. Provide a Post -CCTV Inspection in accordance with Section 33 01 31. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised November 16, 2018 F:lprojects103181047-19\2-0 Wrk ProdV-3 SPECSWINAL1Division 33\33 11 12_Polyvinyl Chloride (PVC) Pressure Pipe.doc 33 11 12-8 POLYVINYL CHLORIDE (PVC) PRESSURE P1PE Page 8 of 8 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 2.2.C.1 and 3A.C.3 — revised maximum joint deflection requirements 12/20/2012 D,Johnson 3A.C.1 — Added reference to Ductile Iron Fittings 3,4.D -- Removed Marker Balls 1.1 Modified acceptable range for specification from up to 24-inch to up to 35-inch Change Section 2.2 B. 5. from "The pipe material shall be PVC, meeting the 4/1/2013 F. Griffin requirements of ASTM D1784, with a cell classification o,, 1.2454-B." to "The pipe material shall be PVC, meeting the requirements of ASTM D1784, with a cell classification of 12454,". 11/14/2018 D.V. Magana All references to the use of C905 are no longer applicable and are deleted. 1.3.A.4.c, — Updated to reflect C900 applicable on PVC pipe sizes 4" through 60". CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised November 16, 2018 F:lprojects103Ift47-1912-0 Wrk Prad12-3 SPECSIFINAL1Division 33133 1112 Polyvinyl Chloride (PVC) Pressure Pipe.doc 33 31 21 - 1 POLYVINYL CHLORIDE (PVC) CLOSED PROFILE GRAVITY SANITARY SEWER PIPE Page I of 6 1 SECTION 33 3121 2 POLYVINYL CHLORIDE (PVC) CLOSED PROFILE GRAVITY SANITARY SEWER PIPE 3 PART1- GENERAL JUIU_ .. 1 5 A. Section Includes: 6 1. Polyvinyl Chloride (PVC) pipe 18-inch through 48-inch for gravity sanitary sewer 7 applications 8 B. Deviations from this City of Fort Worth Standard Specification. 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 33 0130 — Sewer and Manhole Testing 15 4. Section 33 01 31` — Closed Circuit Television (CCTV) Inspection 16 5. Section 33 05 10 --Utility Trench Excavation, Embedment and Backfill 17 6. Section 33 05 26 — Utility Markers/Locators 18 7, Section 33 31 50 — Sanitary Sewer Service Connections and Service Line 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Measurement 22 a. Measure horizontally along the surface from center line to center line of the 23 manhole or appurtenance 24 2. Payment 25 a. The work performed and materials furnished in accordance with this Item and 26 measured as provided under "Measurement" will be paid for at the unit price 27 bid per linear foot for "PVC ASTM F1803 Sewer Pipe" installed for: 28 1) Various sizes 29 3. The price bid shall include: 30 a. Furnishing and installing PVC gravity pipe with joints as specified by the 31 Drawings 32 b. Pavement removal 33 c. Excavation 34 d. Hauling 35 e. Disposal of excess material 36 £ Furnishing, placement and compaction of embedment 37 g. Furnishing, placement and compaction of backfill 38 h. Trench water stops 39 i. Clean-up 40 j. Cleaning CITY OF FORT WORTH Meadow Lakes and Raskin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lproje 003181047-19U-0 Wrk Prod12-3 SPFCS\FFNALIDivision 33W 31 2l_Polyviayl CLloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe.doc 333121-2 POLYVINYL CHLORIDE (PVC) CLOSED PROFILE GRAVITY SANITARY SEWER PIPE Page 2 of 6 1 k. Testing 2 1.3 REFERENCES 3 A. Reference Standards 4 1. Reference standards cited in this Specification refer to the current reference 5 standard published at the time of the latest revision date logged at the end of this 6 Specification, unless a date is specifically cited. 7 2. American Association of State Highway and Transportation (AASHTO). 8 3. ASTM International (ASTM): 9 a. D1784, Standard Specification. for Rigid Poly(Vinyl Chloride) (PVC) 10 Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC) Compounds. 11 b. D2412, Standard Test Method for Determination of External Loading 12 Characteristics of Plastic Pipe by Parallel -Plate Loading. 13 c. D3212, Standard Specification for Joints for Drain and Sewer Plastic Pipes 14 Using Flexible Elastomcric Seals. 15 d. F1803, Standard Specification for Poly(Vinyl Chloride) (PVC) Closed Profile 16 Gravity Pipe and Fittings Based on Controlled Inside Diameter. 17 4. Underwriters Laboratories, Inc. (UL). 18 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 19 1.5 SUBMITTALS 20 A. Submittals shall be in accordance with Section 0133 00. 21 B. All submittals shall be approved by the City prior to delivery. 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 23 A. Product Data 24 1. Product data sheet 25 2. Manufacturer 26 3. Nominal pipe diameter 27 4. Cell classification. 28 5. Laying lengths 29 6. Field sealant and sealant procedures 30 B. Certificates 31 1. Furnish an affidavit certifying that all PVC Gravity Pipe meets the provisions of 32 this Section and has been air and deflection tested and meets the requirements of 33 ASTM F1803, 34 1.7 CLOSEOUT SUBMITTALS [NOT USED] 35 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 36 1.9 QUALITY ASSURANCE 37 A. Qualifications 38 1. Manufacturers CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lpro3eets103181047-M2-0 Wrk PmK-3 SPECSIFINALWivision 3M33 31 21_Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe.dec i l I 33 31 21 - 3 POLYVINYL CHLORIDE (PVC) CLOSED PROFILE GRAVITY SANITARY SEWER PIPE Page 3 of 6 1 a. Finished pipe shall be the product of I manufacturer for each size, unless 2 otherwise approved by the City. 3 1) Change orders, specials, and field changes may be provided by a different 4 manufacturer upon City approval. 5 b. Pipe manufacturing operations shall be performed under the control of the 6 manufacturer. 7 c. All pipe furnished shall be in conformance with ASTM F1803. 8 1.10 DELIVERY, STORAGE, AND HANDLING 9 A. Storage and Handling Requirements 10 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's 11 guidelines. 12 2. Secure and maintain a location to store the material in accordance with 13 Section 0166 00. 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER FURNISHED [oR] OWNER SUPPLIEDPRODUCTS [NOT USED] 18 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Manufacturers 1. Only the manufacturers as listed in the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Performance / Design Criteria 1. Pipe a. Meet all requirements of TCEQ- b. All pipe furnished shall be in conformance with ASTM F1803 for 18-inch through 48-inch. c.. PVC Closed Profile Gravity Sanitary Sewer Pipe and Fittings shall be approved by the UL. d. Assume a standard lay length of 14 feet except for special fittings or closure pieces necessary to comply with the Drawings. e. Use green or white coloring for in ground identification as sanitary sewer pipe. f. PVC meeting the requirements of ASTM D1784, with a cell classification of 12364 g. Deflection Design 1) Base pipe design on pipe stiffness, soil stiffness and load on the pipe. 2) Design pipe according to the Modified Iowa Formula as detailed by the Uni-Bell PVC Pipe Association in the Handbook of PVC Pipe, using the following parameters: CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F_%pmjects103181047-1912-D Wrk Prod52-3 SPI;CSIFINALSnivision 33133 31 21_Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sever Pipe,doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 33 31 21 - 4 POLYVINYL CHLORIDE {PVC} CLOSED PROFILE GRAVITY SANITARY SEWER PIPE Page 4 of 6 a) Unit Weight of Fill (w) = 130 pounds per cubic foot b) Live Load = AASHTQ HS 20 c) Trench Depth = 12 feet minimum, or as indicated in Drawings d) Maximum (E') < 1,000 max e) Deflection Lag Factor (DL) = 1.0 f) Bedding Factor constant (K) = 0.1 g) Mean radius of the pipe (r), inches, as indicated in Drawings h) Marston's load per unit length (W), pounds per inch, calculate per Drawings i) PVC modulus of elasticity (E) = 400,000 psi j) Moment of inertia of pipe wall per unit length, (1) = t3/l2, (in4/in), per pipe type and size (1) Where (t) = pipe thickness, inches k) Maximum Calculated Deflection = 5 percent h. Pipe Flotation: 1f the pipe is buried in common saturated soil (about 120 pounds per cubic foot) with at least 1 %2 pipe diameters of cover, pipe is generally not subject to flotation. If shallower, check groundwater flotation potential. Flotation will occur if: Fir >Wp+Wf+Wd Where: Fb = buoyant force, pounds per foot Wp = empty pipe weight, pounds per foot Wf = weight of flooded soil, pounds per foot Wd = weight of dry soil, pounds per foot Values and formulas for the above variables can be obtained from the pipe manufacturer and site specific soil conditions. i. Verify trench depths after existing utilities are located. j. Accommodate vertical alignment changes required because of existing utility or other conflicts by an appropriate change in pipe design depth. k. In no case shall pipe be installed deeper than its design allows. 2. Minimum pipe stiffness of 46 psi at 5 percent deflection when test in accordance with ASTM D2412. 3. Pipe markings a. Meet the minimum requirements of ASTM F1803. b. Minimum pipe markings shall be as follows: 1) Manufacturer's Name or Trademark and production record 2) Nominal pipe size 3) ASTM Standard 4) Cell Classification 5) Seal of testing agency that verified the suitability of the pipe 4. Joints a. Joints shall be gasket, bell and spigot, push -on type conforming to ASTM D3212. b. Since each pipe manufacturer has a different design for push -on joints; gaskets shall be part of a complete pipe section and purchased as such. 5. Connections CirY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojecis103I81047-1912-Q Wrk Yrod12-3 SPECSIFINAL\Division 33L33 31 21 _Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Server Pipe.doc 33 31 21 -5 POLYVINYL CHLORIDE (PVC) CLOSED PROFILE GRAVITY SANITARY SEWER PIPE Page 5 of 6 1 a. Use only manufactured fittings. 2 b. See Section 33 31 50. 3 6. Field Sealant 4 a. Use urethane adhesive (3M Scotch -Weld DP605) for sealing connections and 5 field cuts. 6 7. Detectable Metallic Tape 7 a. See Section 33 05 26. 8 2.3 ACCESSORIES [NOT USED] 9 2.4 SOURCE QUALITY CONTROL [NOT USED] 10 PART 3 - EXECUTION 11 3.1 INSTALLERS [NOT USED] 12 3.2 EXAMINATION [NOT USED] 13 3.3 PREPARATION [NOT USED] 14 3.4 INSTALLATION 15 A. General 16 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 17 Section 33 05 10 and in accordance with the pipe manufacturer's recommendations. 18 2. Lay pipe to the lines and grades as indicated in the Drawings. 19 3. Excavate and backfill trenches in accordance with 33 05 10. 20 4. Embed PVC Pressure Pipe in accordance with 33 05 10. 21 B. Pipe Handling 22 1. Haul and distribute pipe and fittings at the project site. 23 2. Handle piping with care to avoid damage. 24 a. Inspect each joint of pipe and rejector repair any damaged pipe prior to 25 lowering into the trench. 26 b. Use only nylon ropes, slings or other lifting devices that will not damage the 27 surface of the pipe for handling the pipe. 28 3. At the close of each operating day: 29 a. Keep the pipe clean and free of debris, dirt, animals and trash — during and after 30 the laying operation. 31 b. Effectively seal the open end of the pipe using a gasketed night cap. 32 C. Pipe Joint Installation 33 1. Clean dirt and foreign material from the gasketed socket and the spigot end. 34 2. Assemble pipe joint by sliding the lubricated spigot end into the gasketed bell end 35 to the reference mark. 36 3. Install such that identification marking on each joint are oriented upward toward the 37 trench opening. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:\projects10318\047-19\2-0 Wrk Prod\2-3 SPECS1FiNALIDivision 33\33 31 2I_Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Ape.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 33 31 21 -6 POLYVINYL CHLORIDE (PVC) CLOSED PROFILE GRAVITY SANITARY SEWER PIPE Page 6 of 6 4. When making connection to manhole, use an elastomerie seal or flexible boot to facilitate a seal. D. Field Cutting 1. Make pipe cuts before placing pipe in ditch when possible. 2. Cut pipe with disc blade or circular saw for best results. 3. Do not follow the spiral barrel weld as a cutting guide. 4. Use field sealant on cut locations per the manufacturer's recommendation. E. Connection. Installation 1. See Section 33 31 50. F. Detectable Metallic Tape Installation 1. See Section 33 05 26. 3.5 REPAIR I RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR1 SITE QUALITY CONTROL A. Field Tests and Inspections 1. Video Inspection a. Provide a Post -CCTV Inspection in accordance with Section 33 01 31. 2. Air Test and Deflection (Mandrel) Test a. Perform test in accordance with Section 33 0130. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 313 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprcjects103181047-1912-C Wrk Prod12-3 SPECSTMADDivision 33\33 31 21_Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe.doe 3331 70 - 1 COMBINATION AIR VALVE FOR SANITARY SEWER FORCE MAINS Page 1 of 6 1 SECTION 33 3170 2 COMBINATION AIR VALVE FOR SANITARY SEWER FORCE MAINS 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. 3-inch through 8-inch Combination Air -Release and Air/Vacuum Valve Assemblies 7 (Combination Air Valves) for sanitary sewer force mains to include: 8 a. Combination air -release and air/vacuum valve 9 b. Tap to force main 10 c. Inlet piping and appurtenances 11 d. Vent piping and appurtenances 12 c. Vault enclosure and appurtenances 13 B. Deviations from this City of Fort Worth Standard Specification 14 1, None. 15 C. Related Specification Sections include, but are not necessarily limited to: 16 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 17 Contract 18 2. Division I — General Requirements 19 3. Section 33 05 13 — Frame, Cover and Grade Rings 20 4. Section 33 05 14 — Adjusting Manholes, Inlets, Valve Boxes, and Other Structures 21 to Grade 22 5. Section 33 11 10 — Ductile Iron Pipe 23 6. Section 33 11 11 — Ductile Iron Fittings 24 7. Section 33 12 20 — Resilient Seated (Wedge) Gate Valve 25 8. Section 33 39 20 — Precast Concrete Manholes 26 1.2 PRICE AND PAYMENT PROCEDURES 9 27 A- Measurement and Payment 28 1. Measurement 29 a. Measurement for Combination Air Valves shall be per each. 30 2. Payment 31 a. The work performed and materials furnished in accordance with this Item shall 32 be paid for at the unit price bid per each "Sewer Air Release Valve and Vault" 33 installed for: 34 1) Various inlet sizes 35 3. The price bid shall include: 36 a. Furnishing and installing Combination Air Valves with appurtenances as 37 specified in the Drawings 38 b. Air valve vault and appurtenances 39 c. Tapping the main CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F-Iproj"ts103 M047-1912-0 Wrk Pm&2-3 SPECSIFINADDivision 33133 31 70_Combination An Valves For Sanitary Sewer Force mains.doe 333170-2 COMBINATION AIR VALVE FOR SANITARY SEWER FORCE MAINS Page 2 of 6 1 d. Isolation valves 2 e. Fittings 3 f. Vent piping 4 g. Vent cover and/or enclosure 5 h. Vent enclosure and/or pipe bollard protection, if required 6 i. Excavation and backfill 7 1.3 REFERENCES 8 A. Definitions 9 1. Combination Air Valve: A device having the features of both an air -release valve 10 and an air/vacuum valve 11 2. Inlet: The opening at the base of the Combination Air Valve mechanism through 12 which air from the force main enters 13 3. Inlet Piping: The piping and appurtenances between the force main and the valve 14 inlet 15 4. Orifice: The opening in the Combination Air Valve mechanism through which air is 16 expelled from or admitted into the force main 17 5, Outlet: The opening at the top of Combination Air Valve mechanism, including the 18 orifice, through which air enters or exits the force main 19 6. Vent Piping: The piping and appurtenances from the Combination Air Valve outlet 20 to its termination point outside the vault 21 B. Reference Standards 22 1. Reference standards cited in this Specification refer to the current reference 23 standard published at the time of the latest revision date logged at the end of this 24 Specification, unless a date is specifically cited. 25 2. American Iron and Steel Institute (AISI). 26 3. American National Standards Institute (ANSI)/American Water Works Association 27 (AWWA): 28 a. ANSI/AWWA C512 — Air -Release, Air/Vacuum Valves, and Combination Air 29 Valves for Waterworks Service. 30 b. AWWA Manual of Water Supply Practices M51 (AWWA Manual M51) — Air- 31 Release, Air/Vacuum, and Combination Air Valves 32 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 33 1.5 SUBMITTALS 34 A. Submittals shall be in accordance with Section 01 33 00. 35 B. All submittals shall be approved by the City prior to delivery. 36 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 37 A. Product Data 38 1. Combination Air Valves, air/vacuum valves, or combination air valves stating: 39 a. Application type 40 b. Working pressure rating 41 c. Test pressure rating 42 d. Surge pressure rating CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F'Apro}ecls1031 SN047-1912-0 Wrk Pmd12-3 SPECSTiNADDivision 33\33 3170_Combination Air Valves for Sanitary Sewer Force mains.doc 333170-3 COMBINATION AIR VALVE FOR SANITARY SEWER FORCE MAINS Page 3 of 6 1 e. Inlet size 2 f: Small orifice size 3 g. Large orifice size 4 h. Cleaning ports 5 2. Valve vault and appurtenances 6 3. Tapping appurtenances 7 4. Isolation valves 8 5. Fittings 9 6. Vent piping 10 7. Vent cover and/or enclosure 11 8. Vent enclosure and/or pipe bollard protection 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.9 QUALITY ASSURANCE 15 A. Qualifications 16 1. Manufacturers 17 a. Combination Air Valves of the same size shall be the product of 1 18 manufacturer. 19 1.10 DELIVERY, STORAGE, AND HANDLING 20 A. Storage and Handling Requirements 21 1. Protect all parts such that no damage or deterioration will occur during a prolonged 22 delay from the time of shipment until installation is completed and the units and 23 equipment are ready for operation. 24 2. Protect all equipment and parts against any damage during a prolonged period at the 25 site. 26 3. Protect the finished surfaces of all exposed flanges by wooden blank flanges, 27 strongly built and securely bolted thereto. 28 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 29 5. Prevent plastic and similar brittle items from being directly exposed to sunlight or 30 extremes in temperature. 31 6. Secure and maintain a location to store the material in accordance with Section 01 32 6600. 33 1.11 FIELD CONDITIONS [NOT USED] 34 1.12 WARRANTY 35 A. Manufacturer Warranty 36 1. Manufacturer's Warranty shall be in accordance with Division 1. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F,%prpjwAQ31 M047-M2-0 Wrk Prod\2-3 SPECSIFINALDivision 33"3 31 70_Combination Air Valves for Sanitary Sewcr Force mains.doc 33 31 70 - 4 COMBINATION AIR VALVE FOR SANITARY SEWER FORCE MAINS Page 4 of 6 1 PART 2 - PRODUCTS 2 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 3 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 4 A. Manufacturers 5 1. Only the manufacturers as listed on the City's Standard Products List will be 6 considered as shown in Section 01 60 00. 7 a. The manufacturer must comply with this Specification and related Sections. 8 2. Any product that is not listed on the Standard Products List is considered a 9 substitution and shall be submitted in accordance with Section 01 25 00. 10 3. The Combination Air Valve shall be new and the product of a manufacturer 11 regularly engaged in the manufacturing of air release/air vacuum valves having 12 similar service and size. 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 B. Performance / Design Criteria 1. Capacities a. Application = Sanitary Sewer b. Working Pressure from 10 psi to 150 psi c. Test Pressure = 225 psi d. Surge Pressure = 100 psi minimum, unless stated otherwise in the Contract Documents e. Size 1) Each orifice size must be sufficient to meet the requirements set forth in AWWA Manual M51 and indicated on the Drawings. 2. Function a. High volume discharge during force main filling b. High volume intake through the large orifice c. Pressurized air discharge d. Surge Dampening/Controlled discharge rates 1) The valve shall have an integral surge alleviation mechanism which shall operate automatically to limit transient pressure rise or shock induced by closure due to high velocity air discharge or the subsequent rejoining of the separated water columns. The limitation of the pressure rise shall be achieved by decelerating the approaching water prior to valve closure. e. Must operate effectively with the presence of solids encountered in sanitary sewer C. Materials 1. Combination Air Valve a. Internal parts 1) Non -corroding material such as stainless steel or high density polyethylene b. Valve body 1) SAE 304 or SAE 316 stainless steel 2) Equipped with intake and discharge flanges c. Inlet/Discharge orifice area 1) Equal to the nominal size of the valve or greater CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Flpmjum%0318\047-19\2-0 Wrk Prod\2-3 SPECS\PJNAUDivision 33\33 31 70 Combination Air Valves for Sanitary Scwcr Fnrcc rnain. ,Aoc 333170-5 COMBINATION AIR VALVE FOR SANITARY SEWER FORCE MAINS Page 5 of 6 t 1 2.3 ACCESSORIES 2 1. Inlet Piping 3 a. Shall be in accordance with Drawings 4 2. Isolation Valves 5 a. Gate valve (flanged) in accordance with Section 33 12 20 with: 6 1) 2-inch operating nut, non -rising stem with enclosed miter gearing for 3- 7 inch and larger gate valves 8 3. Vent Piping 9 a. 4-inch minimum Ductile Iron Pipe in accordance with Drawings 10 b. No galvanized piping allowed. 11 4. Vent Screen 12 a. Stainless Steel (AISI 304) 13 5. Dropover Enclosure 14 a. Channell SPH-1420 thermoplastic enclosure, or approved equal 15 6. Vault 16 a. Provide a flat top, concrete manhole in accordance with Section 33 39 20. 17 b. Manhole dimensions shall be in accordance with Drawings. 18 c. Provide a 32-inch hinged cover with frame and grade ring in accordance with 19 Section 33 05 13. 20 d. Secure Air Valve to vault wall using a galvanized or stainless steel bracket 21 manufactured by Grinell, or approved equal, in accordance with the Drawings 22 2.4 SOURCE QUALITY CONTROL 23 A. Tests and Inspections 24 1. Testing and inspection of Combination Air Valves shall be in accordance with 25 AWWA C412. 26 PART 3 - EXECUTION 27 3.1 INSTALLERS [NOT USE, 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 INSTALLATION 31 A. General 32 1. Install in accordance with manufacturer's recommendations and as shown on the 33 Drawings. 34 2. All ductile iron piping and valves above ground or within the vault interior shall be 35 painted in accordance with City requirements, unless otherwise stated in the 36 Drawings. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F.Vrojecis50319\947-1912-0 Wrk Prod12-3 SPFCSTFNAUDivision 33\33 33 70—Combivatiion Air Vakve for Sanitary Semer Force mains.doe 1 0a 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 333170-6 COMBINATION AIR VALVE FOR SANITARY SEWER FORCE MAINS Page 6 of 6 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Inspections 1. The valve shall perform as intended with no deformation, leaking or damage of any kind for the pressure ranges indicated. 2. Before acceptance of the installed valve, the City Field Operations Staff shall have the opportunity to inspect and operate the valve. 3. The City will assess the ease of access to the operating nut and case of operating the corporation stop. 4. If access and operation of the valve and its appurtenances meet the City Standard Detail, then the valve will be accepted as installed. 5. The Combination Air Valve assembly shall be free from any leaks. B. Non -Conforming Work 1. If access and operation of the valve or its appurtenances does not meet the City's criteria, the Contractor will remedy the situation until it meets the City's criteria, at the Contractor's expense. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson General: Modified specification to reflect materials and equipment in City Standard Detail; Removed cast -in -place manhole references CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer improvements STANDARD CONSTRUCTION SPECIFICATION .DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:1Projeds103I M47-19k2-0 Wrk Pred12-3 SPECSIFWALWivision 33133 31 70_Combination Air Valves for Sanitary Sewcr Force mains.dec 333910-1 CAST -IN -PLACE CONCRETE MANHOLE Page 1 of 7 1 2 SECTION 33 39 10 3 CAST -IN -PLACE CONCRETE MANHOLE 4 PARTI- GENERAL �lf MX1JUV JUF-r.3M 6 A. Section Includes: 7 1. Sanitary Sewer Cast -in -Place Concrete Manholes 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include but are not necessarily limited to: 11 l . Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 — General Requirements 14 3. Section 03 30 00 — Cast -In -Place Concrete 15 4. Section 03 80 00 — Modifications to Existing Concrete Structures 16 5. Section 33 01 30 — Sewer and Manhole Testing 17 6. Section 33 05 13 — Frame, Cover, and Grade Rings 18 7. Section 33 39 60 — Epoxy Liners for Sanitary Sewer Structures 19 1,2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Manhole 22 a. Measurement 23 1) Measurement for this Item shall be per each. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the unit price bid per each "Manhole" installed for: 27 a) Various sizes 28 b) Various types 29 c. The price bid will include: 30 1) Manhole structure complete in place 31 2) Excavation 32 3) Forms 33 4) Concrete 34 5) Backfill 35 6) Foundation 36 7) Drop pipe 37 8) Stubs 38 9) Frame r 39 10) Cover CITY OF FORT WORTH Meadow bake and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 F,Vprojeets503IM047-1912-0 Wrk PmdU-3 SPECSTINAL\Division 33M 39 10_Cast-in-Place Concrete Manholes.doc 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 333910-2 CAST -IN -PLACE CONCRETE MANHOLE Page 2 of 7 11) Grade rings 12) Pipe connections 13) Pavement removal 14) Hauling 15) Disposal of excess material 16) Placement and compaction of backfill 17) Clean-up 2. Extra Depth Manhole a. Measurement 1) Measurement for added depth beyond 6 feet will be per vertical foot, measured to the nearest 1/10 foot. b. Payment 1) The work performed and the materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per vertical foot for "Extra Depth Manhole" specified for: a) Various sizes c. The price bid will include: 1) Manhole structure complete in place 2) Excavation 3) Forms 4) Reinforcing steel (if required) 5) Concrete 6) Backfill 7) Foundation 8) Drop pipe 9) Stubs 10) Frame 11) Cover 12) Grade rings 13) Pipe connections 14) Pavement removal 15) Hauling 16) Disposal of excess material 17) Placement and compaction of backfill 18) Clean-up 3. Sanitary Sewer Junction Structure a. Measurement 1) Measurement for this Item will be per each Sewer Junction Structure being installed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the lump sum bid per each "Sewer Junction Structure" location. c. Price bid will include: 1) Junction Structure complete in place 2) Excavation 3) Forms 4) Reinforcing steel (if required) 5) Concrete CITY OF FORT WORTH Meadow Lake and Jenkin Heights Sanitary Sewer vnprovements STANDARD CONSTRUCTION SPECCFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 Falnjws103185047-1912-0 Wyk Prod12-3 SPECSTINAT.IUivision 33\33 39 10 Cast -in -Place Conerele t,4anhule .doe 33 39 10 - 3 CAST -IN -PLACE CONCRETE MANHOLE Page 3 of 7 1 6) Backfill 2 7) Foundation 3 8) Drop pipe 4 9) Stubs 5 10) Frame 6 11) Cover 7 12) Grade rings 8 13) Pipe connections 9 14) Pavement removal 10 15) Hauling 11 16) Disposal of excess material 12 17) Placement and compaction of Backfill 13 18) Clean-up 14 1.3 REFERENCES 15 A. Definitions 16 J. Manhole Type 17 a. Standard Manhole (See City Standard Details) 18 1) Greater than 4 feet deep up to 6 feet deep 19 b. Standard Drop Manhole (See City Standard Details) 20 1) Same as Standard Manhole with external drop connection (s) 21 c. Type "A" Manhole (See City Standard Details) 22 1) Manhole set on a reinforced concrete block placed around 39-inch and 23 larger sewer pipe 24 d. Shallow Manhole (See City Standard Details) 25 1) Less than 4 feet deep with formed invert for sewer pipe diameters smaller 26 than 39-inch 27 2. Manhole Size 28 a. 4 foot diameter 29 1) Used with pipe ranging from 8-inch to 15-inch 30 b. 5 foot diameter 31 1) Used with pipe ranging from 18-inch to 36-inch 32 c- See specific manhole design on Drawings for pipes larger than 36-inch. 33 B. Reference Standards 34 1. Reference standards cited in this Specification refer to the current reference 35 standard published at the time of the latest revision date logged at the end of this 36 Specification, unless a date is specifically cited. 37 2. ASTM International (ASTM): 38 a. D4258, Standard Practice for Surface Cleaning Concrete for Coating. 39 b. D4259, Standard Practice for Abrading Concrete. 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS 42 A. Submittals shall be in accordance with Section 01 33 00. 43 B. All submittals shall be approved by the City prior to delivery. CITY OF FORT WORTH Meadow Lake and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 F-AprojectsT3185047-IM-0 Wrk PradQ-3 SPEC YTNALMMsion 33\33 39 10 Cast -in -Place Concrete Manholcs.doc 33 39 10 - 4 CAST -IN -PLACE CONCRETE MANHOLE Page 4 of 7 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 2 A. Product Data 3 1. Drop connection materials 4 2. Pipe connections at manhole walls 5 3. Stubs and stub plugs 6 4. Admixtures 7 5. Concrete Mix Design 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE [NOT USED] 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 - PRODUCTS 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00, B. Materials 1. Concrete — Conform to Section 03 30 00. 2. Reinforcing Steel — Conform to Section 03 21 00. 3. Frame and Cover -- Conform to Section 33 05 13. 4. Grade Ring — Conform to Section 33 05 13. 5. Pipe Connections a. Pipe connections can be premolded pipe adapter, flexible locked -in boot adapter, or integrally cast gasket channel and gasket. 6. Interior Coating or Liner -- Conform to Section 33 39 60, if required. 7. Exterior Coating a. Use Coal Tar Bitumastic for below grade damp proofing. b. Dry film thickness shall be no less than12 mils and no greater than 30 mils. c. Solids content is 68 percent by volume ± 2 percent. CITY OF FORT WORTH Meadow Lake and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 F:lprojec0G3181047-1914-0 Wrk Prod52-3 SPECSTINAT.SUivision 33\33 39 10 Cast -in -Place Concrete Manholmdoe 33 39 10 - 5 CAST -IN -PLACE CONCRETE MANHOLE Page 5 of 7 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION 6 A. Evaluation. and Assessment 7 1. Verify lines and grades are in accordance to the Drawings. 8 3.3 PREPARATION 9 A. Foundation Preparation 10 1, Excavate 8 inches below manhole foundation. 11 2. Replace excavated soil with course aggregate, creating a stable base for the 12 manhole construction. 13 a. If soil conditions or ground water prevent use of course aggregate base a 2-inch 14 mud slab may be substituted. 15 3.4 INSTALLATION 16 A. Manhole 17 1. Construct manhole to dimensions shown on Drawings. 18 2. Cast manhole foundation and wall monolithically. 19 a. A cold joint with water stop is allowed when the manhole depth exceeds 12 20 feet. 21 b. No other joints are allowed unless shown on Drawings. 22 3. Place, fmish and cure concrete according to Section 03 30 00. 23 a. Manholes must cure 3 days before backfilling around structure. 24 B. Pipe connection at Manhole 25 1. Do not construct joints of sewer pipe within wall sections of manhole. 26 C. Invert 27 1. Construct invert channels to provide a smooth waterway with no disruption of flow 28 at pipe -manhole connections. 29 2. For direction changes of mains, construct channels tangent to mains with maximum 30 possible radius of curvature. 31 a. Provide curves for side inlets. 32 3. Sewer pipe may be laid through the manhole and the top 1/2 of the pipe removed to 33 facilitate manhole construction. 34 4. For all standard manholes provide full depth invert. 35 5. For example, if 8-inch pipe is connected to manhole, construct the invert to full 8 36 inches in depth. 37 D. Drop Manhole Connection CITY OF FORT WORTH Meadow Lake and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 VAprojecls503I M047-1912-0 Wrk ProdU-3 SPECSWIMAJADwision 33133 39 16_Cast-in-Place Concrete Manholes.dnc 333910-6 CAST -IN -PLACE CONCRETE MANHOLE Page 6 of 7 1 1. Install drop connection when sewer line enters manhole higher than 24 inches 2 above the invert. 3 E. Final Rim Elevation 4 1. Install concrete grade rings for height adjustment. 5 a. Construct grade ring on load bearing shoulder of manhole. 6 b. Use sealant between rings as shown on Drawings. 7 2. Set frame on top of manhole or grade rings using continuous water sealant. 8 3. Remove debris, stones and dirt to ensure a watertight seal. 9 4. Do not use steel shims, wood, stones or other unspecified material to obtain the 10 final surface elevation of the manhole frame. 11 F. Internal coating 12 1. Internal coating application will conform to Section 33 39 60, if required by 13 Drawings. 14 G. External coating 15 1. Remove dirt, dust, oil and other contaminants that could interfere with adhesion of 16 the coating. 17 2. Cure for 3 days before backfilling around structure. 18 3. Coat the same date the forms are removed. 19 4. Prepare surface in accordance with ASTM D4258 and ASTM D4259. 20 5. Application will follow manufacturer's recommendation. 21 H. Modifications and Pipe Penetrations 22 1. Conform to Section 03 80 00. 23 1. Junction Structures 24 1. All structures shall be installed as specified in Drawings. 25 3.5 REPAIR 1 RESTORATION [NOT USED] 26 3.6 RE -INSTALLATION [NOT USED] 27 3.7 FIELD QUALITY CONTROL 28 A. Field Tests and Inspections 29 1. Perform vacuum test in accordance with Section 33 01 30. 30 3.8 SYSTEM STARTUP [NOT USED] 31 3.9 ADJUSTING [NOT USED] 32 3.10 CLEANING [NOT USED] 33 3.11 CLOSEOUT ACTIVITIES [NOT USED] 34 3.12 PROTECTION [NOT USED] 35 3.13 MAINTENANCE [NOT USED] 36 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH Meadow Lake and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 F:lprojecis103181047-19V-0 Wrk PIOd12-3 SPECSTWALUivision 33133 39 10 Cast-ia-Place Concrete mmholmdoc 2 333910-7 CAST -IN -PLACE CONCRETE MANHOLE Page 7 of 7 I Die 11X11 W DEW-1 OW I Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.2.A. I.e. — reinforcing steel removed from items to be included in price bid CITY OF FORT WORTH Meadow Lake and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.: 01829 Revised December 20, 2012 FAprojects103161047-1912-0 Wrk Prod12-3 SPECSTWAL\Division 33\33 39 10_Cast-in-Place Concrete Manholes.doc I 1 2 f W.1t4Iff� DIZIDI1JRI 4 1.1 SUMMARY SECTION 33 39 20 PRECAST CONCRETE MANHOLE 333920-1 PRECAST CONCRETE MANHOLE Page] of 7 5 A. Section Includes: 6 1. Sanitary Sewer, Water Appurtenance, or Reclaimed Water Appurtenance Precast 7 Concrete Manholes 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 •--- General Requirements 14 3. Section 03 30 00 — Cast -in -Place Concrete 15 4. Section 03 80 00 — Modifications to Existing Concrete Structures 16 5. Section 33 0130 — Sewer and Manhole Testing 17 6. Section 33 05 13 — Frame, Cover, and Grade Rings f 18 7. Section 33 39 60 — Epoxy Liners for Sanitary Sewer Structures 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Manhole 22 a. Measurement 23 1) Measurement for this Item shall be per each concrete manhole installed. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the unit price bid per each "Manhole" installed for: 27 a) Various sizes 28 b) Various types 29 c. The price bid will include: 30 1) Manhole structure complete in place 31 2) Excavation 32 3) Forms 33 4) Reinforcing steel (if required) 34 5) Concrete 35 6) Backfill 36 7) Foundation 37 8) Drop pipe 38 9) Stubs 39 10) Frame 40 11) Cover CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Faprojec4s5031 M47-1912-0 Wrk Prod12-3 SPEMFFNAUDivision 33\33 39 20_Promt Concrete Manholmdac 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 333920-2 PRECAST CONCRETE MANHOLE Page 2 of 7 12) Grade rings 13) Pipe connections 14) Pavement removal 15) Hauling 16) Disposal of excess material 17) Placement and compaction of backfill 18) Clean-up 2. Extra Depth Manhole a. Measurement 1) Measurement for added depth beyond 6 feet will be per vertical foot, measured to the nearest 1/10 foot. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per vertical foot for "Extra Depth Manhole" specified for: a) Various sizes e. The price bid will include: 1) Manhole structure complete in place 2) Excavation 3) Forms 4) Reinforcing steel (if required) 5) Concrete 6) Backfill 7) Foundation 8) Drop pipe 9) Stubs 10) Frame 11) Cover 12) Grade rings 13) Pipe connections 14) Pavement removal 15) Hauling 16) Disposal of excess material 17) Placement and compaction of backfi.l.l 18) Clean-up 36 1..3 REFERENCES 37 38 39 40 41 42 43 44 45 46 A. Definitions 1. Manhole Type a. Standard Manhole (See City Standard Details) 1) Greater than 4 feet deep up to 6 feet deep b. Standard Drop Manhole (See City Standard Details) 1) Same as Standard Manhole with external drop connection(s) c. Type "A" Manhole (See City Standard Details) 1) Manhole set on a reinforced concrete block placed around 39-inch and larger sewer pipe. d. Shallow Manhole (See City Standard Details) CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FaprojectsM ] 61047-1952-0 Wrk Pmd12-3 SPECSIFEQAUDi,W,, 33133 39 20 We,mt Co¢crete IVlanholes.doc 1 1 r 33 39 20 -- 3 PRECAST CONCRETE MANHOLE Page 3 of 7 1 1) Less than four 4 deep with formed invert for sewer pipe diameters smaller 2 than 39-inch 3 2. Manhole Size 4 a. 4 foot diameter 5 1) Used with pipe ranging from 8-inch to 15-inch 6 b. 5 foot diameter 7 1) Used with pipe ranging from 18-inch to 36-inch 8 2) See specific manhole design. on Drawings for pipes larger than 36-inch. 9 B. Reference Standards 10 1. Reference standards cited in this Specification refer to the current reference 11 standard published at the time of the latest revision date logged at the end of this 12 Specification, unless a date is specifically cited. 13 2. ASTM International (ASTM): 14 a. C443, Standard Specification for Joint for Concrete Pipe and Manholes, Using 15 Rubber Gaskets 16 b. C478, Standard Specification for Precast Reinforced Concrete Manhole 17 Sections. 18 c. C923, Standard Specification for Resilient Connectors Between Reinforced 19 Concrete Manholes Structures, Pipes, and Laterals. 20 d. D1187, Standard Specification for Asphalt -Base Emulsion for Use as Protective 21 Coatings for Metal 22 e. D1227, Standard Specification for Emulsified Asphalt Used as a Protective 23 Coating for Roofing 24 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 25 1.5 SUBMITTALS 26 A. Submittals shall be in accordance with Section 0133 00. 27 B. All submittals shall be approved by the City prior to delivery. 28 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 29 A. Product Data 30 1. Precast Concrete Manhole 31 2. Drop connection materials 32 3. Pipe connections at manhole walls 33 4. Stubs and stub plugs 34 5. Admixtures 35 6. Concrete Mix Design C= OF FORT WORTH Meadow Lakes and Jenkm Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojects10313\097-1912-0 Wrk Pmd12-3 SPEMFINABDivision 33U3 39 20 Pr mt Concrete Manbolm.doc 33 3920 -4 PRECAST CONCRETE MANHOLE Page 4 of 7 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE [NOT USED] 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY 7 A. Manufacturer Warranty 8 1. Manufacturer's Warranty shall be in accordance with Division 1. 9 PART 2 -- PRODUCTS 10 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 11 12 13 14 15 16 17 1s 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 0160 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. B. Materials 1. Precast Reinforced Concrete Sections — Conform to ASTM C478. 2. Precast Joints a. Provide gasketed joints in accordance with ASTM C443. b. Minimize number of segments. c. Use long joints at the bottom and shorter joints toward the top. d. Include manufacturer's stamp on each section: 3. Lifting Devices a. Manhole sections and cones may be furnished with lift lugs or lift holes. 1) If lift lugs are provided, place 180 degrees apart. 2) If lift holes are provided, place 180 degrees apart and grout during manhole installation. 4. Frame and Cover — Conform to Section 33 05 13. 5. Grade Ring — Conform to Section 33 05 13 and ASTM C478. 6. Pipe Connections a. Utilize either an integrally cast embedded pipe connector or a boot -type connector installed in a circular block out opening conforming to ASTM C923. 7. Steps a. No steps are allowed. 8. Interior Coating or Liner — Conform to Section 33 39 60. 9. Exterior Coating CITY OF FORT WORTH Meadow Lakes and 7enk D Heights Sanitary Sewer Improvements STANDARD CONSTRUCTCON SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:1lnnjec1s503181047-19V-0 Wrk Pmd12-3 SYECSIF[NALIDivisiou 33M 39 20 Precast Concrete MwlDles.doc 333920-5 PRECAST CONCRETE MANHOLE Page 5 of 7 1 a. Coat with non-fibered asphaltic emulsion in accordance with ASTM D1187 2 Type I and ASTM D1227 Type III Class I. 3 2.3 ACCESSORIES [NOT USED] 4 2.4 SOURCE QUALITY CONTROL [NOT USED] 5 PART 3 - EXECUTION 6 3.1 INSTALLERS [NOT USED] 7 3.2 EXAMINATION 8 A. Evaluation and Assessment 9 1. Verify lines and grades are in accordance to the Drawings. 10 3.3 PREPARATION 11 A. Foundation Preparation 12 1. Excavate 8 inches below manhole foundation. 13 2. Replace excavated soil with course aggregate; creating a stable base for manhole 14 construction. 15 a. If soil conditions or ground water prevent use of course aggregate base a 2-inch 16 mud slab may be substituted. 17 3.4 INSTALLATION 18 A. Manhole 19 1. Construct manhole to dimensions shown on Drawings. 20 2. Precast Sections 21 a. Provide bell -and -spigot design incorporating a premolded joint sealing 22 compound for wastewater use. 23 b. Clean bell spigot and gaskets, lubricate and join. 24 c. Minimize number of segments. 25 d. Use long joints used at the bottom and shorter joints toward the top. 26 B. Invert 27 1. Construct invert channels to provide a smooth waterway with no disruption of flow 28 at pipe -manhole connections. 29 2. For direction changes of mains, construct channels tangent to mains with maximum 30 possible radius of curvature. 31 a. Provide curves for side inlets. 32 3. For all standard manholes provide full depth invert. 33 4. For example, if 8-inch pipe in connected to manhole construct the invert to full 8 34 inches in depth. 35 C. Drop Manhole Connection 36 1. Install drop connection when sewer line enters manhole higher than 24 inches 37 above the invert. 38 D. Final Rim Elevation CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojects103185047-1912-0 Wrk Pfod12-3 SPEMFINAUDivision 33193 39 20, Precast Concrete Manholes.doc 1 2 3 4 5 6 7 8 9 10 I1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 333920-6 PRECAST CONCRETE MANHOLE Page 6 of 7 1. Install concrete grade rings for height adjustment. a. Construct grade ring on load bearing shoulder of manhole. b. Use sealant between rings as shown on Drawings. 2. Set frame on top of manhole or grade rings using continuous water sealant. 3. Remove debris, stones and dirt to ensure a watertight seal. 4. Do not use steel shims, wood, stones or other unspecified material to obtain the final surface elevation of the manhole frame. E. Internal coating 1. Internal coating application will conform to Section 33 39 60, if required by Drawings. F. External coating 1. Remove dirt, dust, oil and other contaminants that could interfere with adhesion of the coating. 2. Cure manhole for 3 days before backfilling around the structure. 3. Application will follow manufacturer's recommendation. G. Modifications and Pipe Penetrations 1. Conform to Section 03 80 00. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Tests and Inspections 1. Perform vacuum test in accordance with Section 33 0130. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3A4 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01929 Revised December 20, 2012 F:lprojcets\031M47-19\2-0 Wrk Prod12-3 SPECMNALDivision 33133 39 20 Precast Concrete Manholcs.doc 1 2 33 39 20 - 7 PRECAST CONCRETE MANHOLE Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE 1.1.A.1 —Modified to include precast manholes for water and reclaimed water applications 12/2012012 D. Johnson 1.3.B.2 —Modified to include ASTM C443, D1187 and D1227 as references 2.2.B.1-3 —Modified in accordance with new ASTM references 2.2.B.10 — Modified in accordance with new ASTM references CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F.lpmjectA03IM097-19Q-0 Wrk PmdV 3 SPECSTMAUDivision 33\33 39 20_Prmast Concrete Manhotes.doc 33 39 40 - 1 WASTEWATER ACCESS CHAMBER (WAC) Page 1 of 4 k 1 SECTION 33 39 40 2 WASTEWATER ACCESS CHAMBER (WAC) 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Wastewater Access Chambers (WAC) utilized at the end of sanitary sewer mains 7 where it is impracticable to build, maintain and access a standard or shallow 8 manhole 9 a. These are installed as specifically noted on the Drawings, not as an option for 10 manhole installation. 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 15 2. Division 1 - General Requirements 16 3. Section 03 30 00 — Cast -in -Place Concrete 17 4. Section 03 80 00 — Modifications to Existing Concrete Structures 1 18 5. Section 33 0130 — Sewer and Manhole Testing 19 6. Section 33 05 13 — Frame, Cover, and Grade Rings 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. Measurement for this Item shall be per each. 24 2. Payment 25 a. The work performed and materials furnished in accordance with this Item and 26 measured as provided under "Measurement" will be paid for at the unit price 27 bid per each "Wastewater Access Chamber" complete in place. 28 3. The price bid will include: 29 a. WAC complete in place 30 b. Excavation 31 c. Backfill 32 d. Frame 33 e. Cover 34 £ Grade rings 35 g. Pipe connections 36 h. Pavement removal 37 i. Hauling 38 j. Disposal of excess material 39 k. Placement and compaction of Backfill 40 1. Clean-up CITY OF FORT WORTH Meadow Lakes and 3enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FApmje isN031MG47-19\2-0 Wrk ProdU-3 SPECSTMALMMsion 33\33 39 40_Wastewater Access Chamber (WAC).doc 333940-2 WASTEWATER ACCESS CHAMBER (WAC) Page 2 of 4 1 in. Testing 2 1.3 REFERENCES 3 A. Reference Standards 4 1. Reference standards cited in this Specification refer to the current reference 5 standard published at the time of the latest revision date logged at the end of this 6 Specification, unless a date is specifically cited. 7 2. ASTM International (ASTM): 8 a. C478, Standard Specification for Precast Reinforced Concrete Manhole 9 Sections. 10 b. C923, Standard Specification for Resilient Connectors Between Reinforced 11 Concrete Manhole Structures, Pipes, and Laterals. 12 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 13 1.5 SUBMITTALS 14 A. Submittals shall be in accordance with Section 0133 00. 15 B. All submittals shall be approved by the City prior to delivery. 16 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 17 A. Product Data 18 1. WAC 19 2. Stubs and stub plugs 20 3. Grade ring 21 4. Plugs for air testing 22 1.7 CLOSEOUT SUBMITTALS [NOT USED] 23 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 24 1.9 QUALITY ASSURANCE [NOT USED] 25 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 A. Manufacturer Warranty 29 1. Manufacturer's Warranty shall be in accordance with Division 1. 30 PART 2 - PRODUCTS 31 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 32 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS 33 A. Manufacturers CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:lprojec1sN031M047-1912-0 Wrk PmdU-3 SPECSTINAUDivision 33133 39 40_W=ewaler Access Chamber (WAC)Aoc 33 39 40 - 3 WASTEWATER ACCESS CHAMBER (WAC) Page 3 of 4 1 1. Only the manufacturers as listed on the City's Standard Products List will be 2 considered as shown in Section 01 60 00. 3 a. The manufacturer must comply with this Specification and related Sections. 4 2. Any product that is not listed on the Standard Products List is considered a 5 substitution and shall be submitted in accordance with Section 01 25 00. 6 B. Materials 7 1. WAC structure 8 a. 3/8 inch thick 1 piece construction 9 b. Large enough for insertion of Closed Circuit Television (CCTV) equipment and 10 high pressure cleaning equipment 11 c. Light in color 12 d. Surface construction to match typical manhole design 13 2. Cast -in -place concrete — Conform to Section 03 30 00. 14 3. Frame and Cover — Conform to Section 33 05 13. 15 a. Because it is not made for personnel access, a standard 24-inch frame and cover 16 assembly may be used. 17 4. Grade Ring — Conform to ASTM C478. 18 5. Pipe Connections — Conform to ASTM C923. 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL [NOT USED] 21 PART 3 - EXECUTION 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXAMINATION 24 A. Evaluation and Assessment 25 1. Verify lines and grades are in accordance to the Drawings. 26 3.3 PREPARATION 27 A. Surface Preparation 28 1. Excavate 8 inches below manhole foundation. Replace excavated soil with course 29 aggregate; creating a stable base for the manhole to be constructed on. 30 a. If soil conditions or ground water prevent use of course aggregate base a 2-inch 31 mud slab may be substituted. 32 3.4 INSTALLATION 33 34 35 36 37 A. WAC 1. Construct to dimensions shown on the Drawings. B. Pipe connection at WAC 1. Construct pipe stubs for future connections at locations and with materials indicated on the Drawings. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:\projecO031 81047-19i2-0 WA Pmdi2-3 SPECMNALNI ivision 33N33 39 40_Wmtavater Access Cba ber (WAC).dac 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 333940-4 WASTEWATER ACCESS CHAMBER (WAC) Page 4 of 4 2. Install stub plugs at interior of WAC and wood or plastic bulkhead at the end of the stub. C. Final Rim Elevation 1. Install concrete grade rings for height adjustment. a. Construct grade ring on load bearing area outside of WAC structure. b. Use sealant between rings as shown on the Drawings. 2. Set grade rings using continuous water sealant. a. Remove debris, stones and dirt to ensure a watertight seal. 3. Do not use steel shims, wood, stones or other unspecified material to obtain the final surface elevation of the manhole frame. D. Modifications and Pipe Penetrations 1. Conform to Section 03 80 00. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD QUALITY CONTROL A. Field Tests and Inspections 1. Perform vacuum test in accordance with Section 33 0130. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprojects103181047-M2-0 Wrk Pra V -3 SPECSIFWAL\Divisioo 3R33 19 4C_Wastewater Access Chamber (WAC).doc I 333960-1 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page I of 7 1 SECTION 33 39 60 2 EPDXY LINERS FOR SANITARY SEWER STRUCTURES 3 PART1- GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. Application of a high -build epoxy coating system to concrete utility structures such 7 as manholes, lift station wet wells, junction boxes or other concrete facilities that 8 may need protection from corrosive materials 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division 1— General Requirements 15 3. Section 33 0130 — Sewer and Manhole Testing 16 1.2 PRICE AND PAYMENT PROCEDURES 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Measurement and Payment 1. Manholes a. Measurement 1) Measurement for this Item shall be per vertical foot of coating as measured from the bottom of the frame to the top of the bench. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" will be paid for at the unit price bid per vertical foot of "Epoxy Manhole Liner" applied. c. The price bid shall include: 1) Furnishing and installing Liner as specified by the Drawings 2) Hauling 3) Disposal of excess material 4) Clean-up 5) Cleaning 6) Testing 2. Non -Manhole Structures a. Measurement 1) Measurement for this Item shall be per square foot of area where the coating is applied. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per square foot of "Epoxy Structure Liner" applied. c. The price bid shall include: CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 Faprojccts1031 M047-IM-0 Wrk Prod12-3 SPECS\FINAL\I)iyision 33133 39 60_Epoxy Liners for Sanitary Sewer Slrachves-doc 33 39 60 - 2 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 2 of 7 1 1) Furnishing and installing Liner as specified by the Drawings 2 2) Hauling 3 3) Disposal of excess material 4 4) Clean-up 5 5) Cleaning 6 6) Testing 7 1.3 REFERENCES 8 A. Reference Standards 9 1. Reference standards cited in this Specification refer to the current reference 10 standard published at the time of the latest revision date logged at the end of this 11 Specification., unless a date is specifically cited. 12 2. ASTM International (ASTM): 13 a. D543, Standard Practices for Evaluating the Resistance of Plastics to Chemical 14 Reagents. 15 b. D638, Standard Test Method for Tensile Properties of Plastics. 16 c. D695, Standard Test Method for Compressive Properties of Rigid Plastics. 17 d. D790, Standard Test Methods for Flexural Properties of Unreinforced and 18 Reinforced Plastics and Electrical Insulating Materials. 19 e. D4060, Standard Test Method for Abrasion Resistance of Organic Coatings by 20 the Taber Abraser. 21 f. D4414, Standard Practice for Measurement of Wet Film Thickness by Notch 22 Gages. 23 g. D4541, Standard Test Method for Pull -off Strength of Coatings Using Portable 24 Adhesion Testers. 25 3. Environmental Protection Agency (EPA). 26 4. NACE International (MACE). 27 5. Occupational Safety and Health Administration (OSHA). 28 6. Resource Conservation and Recovery Act, (RCRA). 29 7. The Society for Protective Coatings/NACE International (SSPC/NACE): 30 a. sp 13/NACE No. 6, Surface Preparation of Concrete. 31 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 32 1.5 SUBMITTALS 33 A. Submittals shall be in accordance with Section 0133 00. 34 B. All submittals shall be approved by the City prior to delivery. 35 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 36 A. Product Data 37 1. Technical data sheet on each product used 38 2. Material Safety Data Sheet (MSDS) for each product used 39 3. Copies of independent testing performed on the coating product indicating the 40 product meets the requirements as specified herein CITY OF FORT WORTH Meadow Ickes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No, 0 J 829 Revised December 20, 2012 F.%proj"c 03181047-1912-0 Wrk Prod12-3 SPECSIFINAL\DivLsion 33\33 39 60_Epoxy liners for Sanitary Sewer Structures.doc l l N 333960-3 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 3 of 7 1 4. Technical data sheet and project specific data for repair materials to be topcoated 2 with the coating product including application, cure time and surface preparation 3 procedures 4 B. Contractor Data 5 1. Current documentation from coating product manufacturer certifying Contractor's 6 training and equipment complies with the Quality Assurance requirements specified 7 herein 8 2. 5 recent references of Contractor indicating successful application of coating 9 product(s) of the same material type as specified herein, applied by spray 10 application within the municipal wastewater environment 11 1.7 CLOSEOUT SUBMITTALS [NOT USED] 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE 14 A. Qualifications 15 1. Contractor 16 a. Be trained by, or have training approved and certified by, the coating product 17 manufacturer for the handling, mixing, application and inspection of the coating 18 product(s) to be used as specified herein 19 b. Initiate and enforce quality control procedures consistent with the coating 20 product(s) manufacturer recommendations and applicable NACE or SSPC 21 standards as referenced herein 22 1.10 DELIVERY, STORAGE, AND HANDLING 23 A. Keep materials dry, protected from weather and stored under cover. 24 B. Store coating :materials between 50 degrees F and 90 degrees F. 25 C. Do not store near flame, heat or strong oxidants. 26 D. Handle coating materials according to their material safety data sheets. 27 1.11 FIELD [SITE] CONDITIONS 28 A. Provide confined space entry, flow diversion and/or bypass plans as necessary to 29 perform the specified work. 30 1.12 WARRANTY 31 A. Contractor Warranty 32 1. Contractor's Warranty shall be in accordance with Division 0. 33 PART 2 - PRODUCTS 34 2.1 OWNER -FURNISHED [oiz] OWNER -SUPPLIED PRODUCTS [NOT USED] 35 2.2 EQUIPMENT, PRODUCT TYPES, MATERIALS 36 A. Repair and Resurfacing Products CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F_lpr0jects1031S\047-19V-0 Wrk ProdQ-3 SPFCST NAME ision 33533 39 60_Epoxy Liners for Sanitary Smer Structures.doc 33 39 60 - 4 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 4 of? 1 1. Compatible with the specified coating product(s) in order to bond effectively, thus 2 forming a composite system 3 2. Used and applied in accordance with the manufacturer's recommendations 4 3. The repair and resurfacing products must meet the following: 5 a. 100 percent solids, solvent -free epoxy grout specifically formulated for epoxy 6 topcoating compatibility 7 b. Factory blended, rapid setting, high early strength, fiber reinforced, non. -shrink 8 repair mortar that can be toweled or pneumatically spray applied and 9 specifically formulated to be suitable for topcoating with the specified coating 10 product used 11 B. Coating Product 12 1. Capable of being installed and curing properly within a manhole or concrete utility 13 environment 14 2. Resistant to all forms of chemical or bacteriological attack found in municipal 15 sanitary sewer systems; and, capable of adhering to typical manhole structure 16 substrates 17 3. The 100 percent solids, solvent -free ultra high -build epoxy system shall exhibit the 18 following characteristics: 19 a. Application Temperature — 50 degrees F, minimum 20 b. Thickness —125 mils minimum 21 c. Color — White, Light Blue, or Beige 22 d. Compressive Strength (per ASTM D695) — 8,800 psi minimum 23 e. Tensile Strength (per ASTM D638) — 7,500 psi minimum 24 £ Hardness, Shore D (per ASTM D4541) -- 70 minimum 25 g. Abrasion Resistance (per ASTM D4060 CS 17F Wheel) — 80 mg loss 26 maximum 27 h. Flexural Modulus (per ASTM D790) — 400,000 psi minimum 28 i. Flexural Strength (per ASTM D790)—12,000 psi minimum 29 j. Adhesion to Concrete, mode of failure (ASTM D4541): Substrate (concrete) 30 failure 31 k. Chemical Resistance (ASTM D543/G20) all types of service for: 32 1) Municipal sanitary sewer environment 33 2) Sulfuric acid, 30 percent 34 3) Sodium hydroxide, 5 percent 35 C. Coating Application Equipment 36 1. Manufacturer approved heated plural component spray equipment 37 2. Hard to reach areas, primer application and touch-up may be performed using hand 38 tools. 39 2.3 ACCESSORIES [NOT USED] 40 2.4 SOURCE QUALITY CONTROL 41 1. Testing 42 a. Take wet film thickness gauge per ASTM D4414 at 3 locations within the 43 manhole, 2 spaced equally apart along the wall and 1 on the bench. 44 1) Document and attest measurements and provide to the City. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. O 1829 Revised December 20, 2012 1`Aprajects103181047-1952-0 Wrk Pmd12-3 SPECSTMALlbivision 33W 39 650_LWxy Liners for Sanitary Sewer Strastures.doc 333960-5 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 5 of 7 1 b. After coating has set, repair all visible pinholes by lightly abrading the surface 2 and brushing the lining material over the area. 3 c. Repair all blisters and evidence of uneven cover according to the 4 manufacturer's recommendations. 5 d. Test manhole for Final acceptance according to Section 33 01 30. 6 PART 3 - EXECUTION 7 3.1 INSTALLERS 8 A. All installers shall be certified applicators approved by the manufacturers. 9 3.2 EXAMINATION [NOT USED] 10 3.3 PREPARATION 11 A. Manhole Preparation 12 1. Stop active flows via damming, plugging or diverting as required to ensure all 13 liquids are maintained below or away from the surfaces to be coated. 14 2. Maintain temperature of the surface to be coated between 40 and 120 degrees F. 15 3. Shield specified surfaces to avoid exposure of direct sunlight or other intense heat 16 source. 17 a. Where varying surface temperatures do exist, coating installation should be 18 scheduled when the temperature is falling versus rising. 19 B. Surface Preparation 20 1. Remove oils, grease, incompatible existing coatings, waxes, form release, curing 21 compounds, efflorescence, sealers, salts or other contaminants which may affect the 22 performance and adhesion of the coating to the substrate. 23 2. Remove concrete and/or mortar damaged by corrosion, chemical attack or other 24 means of degradation so that only sound substrate remains. 25 3. Surface preparation method, or combination of methods, that may be used include 26 high pressure water cleaning, high pressure water jetting, abrasive blasting, 27 shotblasting, grinding, scarifying, detergent water cleaning, hot water blasting and 28 others as described in SSPC SP 13/NACE No. 6. 29 4. All methods used shall be performed in a manner that provides a uniform, sound, 30 clean, neutralized, surface suitable for the specified coating product. 31 3.4 INSTALLATION 32 A. General 33 1. Perform coating after the sewer line replacement/repairs, grade adjustments and 34 grouting are complete. 35 2. Perform application procedures per recommendations of the coating product 36 manufacturer, including environmental controls, product handling, mixing and 37 application. 38 B. Temperature 39 1. Only perform application if surface temperature is between 40 and 120 degrees F. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 20I2 FAprojee0. 03185047-19\2-0 Wrk Prod12-3 SPECSTWALMivision 33\33 39 60_Epoxy Liners for Sanitary Sewer Slrumres.doc 333960-6 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 6 of 7 1 2. Make no application if freezing is expected to occur inside the manhole within 24 2 hours after application. 3 C. Coating 4 1. Spray apply per manufacturer's recommendation at a minimum film thickness of 5 125 mils. 6 2. Apply coating from bottom of manhole frame to the bench/trough, including the 7 bench/trough. 8 3. After walls are coated, remove bench covers and spray bench/trough to at least the 9 same thickness as the walls. 10 4. Apply any topcoat or additional coats within the product's recoat window. 11 a. Additional surface preparation is required if the recoat window is exceeded. 12 5. Allow a minimum of 3 hours of cure time or be set hard to touch before reactivating 13 flow. 14 3.5 REPAIR / RESTORATION [NOT USED] 15 3.6 RE -INSTALLATION [NOT USED] 16 3.7 FIELD loR] SITE QUALITY CONTROL 17 A. Each structure will be visually inspected by the City the same day following the 18 application. 19 B. The inspector will check for deficiencies, pinholes and thin spots. 20 C. If leaks are detected they will be chipped back, plugged and coated immediately with 21 protective epoxy resin coating. 22 1. Make repair 24 hours after leak detection. 23 3.8 SYSTEM STARTUP [NOT USED] 24 3.9 ADJUSTING [NOT USED] 25 3.10 CLEANING [NOT USED] 26 311 CLOSEOUT ACTIVITIES 27 A. Upon final completion of the work, the manufacturer will provide a written certification 28 of proper application to the City. 29 B. The certification will confirm that the deficient areas were repaired in accordance with 30 the procedure set forth in this Specification. 31 3.12 PROTECTION [NOT USED] 32 3.13 MAINTENANCE [NOT USED] 33 3.14 ATTACHMENTS [NOT USED] 34 END OF SECTION 35 CITY OF FORT WORTH Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 FAprnjoc1s\0318\047-19Q-0 Wrk Prod9-3 SPECS\nNAL\Division 33\33 39 60_Epoxy Liners fur Sanilmy Sewer Structures.doc 333960-7 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised December 20, 2012 F:\projecukW W047-1912-0 Wrk Pmd12-3 SPEMFFNABND ision 33"3 39 60_Epoxy Liuer for Sanitary Sewer Sirucl re .doc 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 34 71 13 TRAFFIC CONTROL 347113-1 TRAFFIC CONTROL Page I of 5 5 A. Section Includes: 6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Measurement and Payment 1. Installation of Traffic Control Devices a. Measurement 1) Measurement for Traffic Control Devices shall be per month for the Project duration. a) A month is defined as 30 calendar days. b. Payment 1) The work performed and materials fiunished in accordance with this Item and measured as provided under "Measurement" shall be paid for at the unit price bid for "Traffic Control". c. The price bid shall include: 1) Traffic Control implementation 2) Installation 3) Maintenance 4) Adjustments 5) Replacements 6) Removal 7) Police assistance during peak hours 2. Portable Message Signs a. Measurement 1) Measurement for this Item shall be per week for the duration of use. b. Payment 1) The work performed and materials furnished in accordance to this Item and measured as provided under "Measurement" shall be paid for at the unit price bid per week for "Portable Message Sign" rental. c. The price bid shall include: 1) Delivery of Portable Message Sign to Site 2) Message updating 3) Sign movement throughout construction CITY OF FORT WORTH Meadow Lakes and 7enkjn heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised November22, 2013 Faprojecls103185047-1952-0 Wyk Pm&2-3 SPECFOINAUDivision 34134 7113 Traffic Control.duc 3471 I3 -2 TRAFFIC CONTROL Page 2 of 5 1 4) Return of the Portable Message Sign post -construction 2 3. Preparation of Traffic Control Plan Details 3 a. Measurement 4 1) Measurement for this Item be per each Traffic Control Detail prepared. 5 b. Payment 6 1) The work performed and materials furnished in accordance with this Item 7 shall be paid for at the unit price bid per each "Traffic Control Detail" 8 prepared. 9 c. The price bid shall include: 10 1) Preparing the Traffic Control Plan Details for closures of 24 hours or 11 longer 12 2) Adherence to City and Texas Manual on Uniform Traffic Control Devices 13 (TMUTCD) 14 3) Obtaining the signature and seal of a licensed Texas Professional Engineer 15 4) Incorporation of City comments 16 1.3 REFERENCES 17 A. Reference Standards 18 1. Reference standards cited in this Specification refer to the current reference 19 standard published at the time of the latest revision date logged at the end of this 20 Specification, unless a date is specifically cited. 21 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 22 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of 23 Transportation, Standard Specifications for Construction and Maintenance of 24 Highways, Streets, and Bridges. 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Coordination 27 1. Contact Traffic Services Division (817-392-7738) a minimum of 48 hours prior to 28 implementing Traffic Control within 500 feet of a traffic signal. 29 B. Sequencing 30 1. Any deviations to the Traffic Control Plan included in the Drawings must be first 31 approved by the City and design Engineer before implementation. 32 1.5 SUBMITTALS 33 A. Provide the City with a current list of qualified flaggers before beginning flagging 34 activities. Use only flaggers on the qualified list. 35 B. Obtain a Street Use Permit from the Street Management Section of the Traffic 36 Engineering Division, 311 W. 10' Street. The Traffic Control Plan (TCP) for the 37 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set. 38 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. 39 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 40 Engineer. CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer hnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised November 22, 2013 F:lp,cje ts103181047-1912-0 Wrk Prnd12-3 SPL'CSTINALlDivision 34134 71 i3 Traffic Control.doc 3471 13 - 3 TRAFFIC CONTROL Page 3 of 5 ( 1 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or 2 Specifications. The Contractor will be responsible for having a licensed Texas 3 Professional Engineer sign and seal the Traffic Control Plan sheets. 4 E. Lane closures 24 hours or longer shall require a site -specific traffic control plan. 5 F. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 6 changes to the Traffic Control Plan(s) developed by the Design Engineer, 7 G. Design Engineer will furnish standard details for Traffic Control. 8 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 19 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS 16 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 17 2.2 ASSEMBLIES AND MATERIALS 18 A. Description 19 1. Regulatory Requirements 20 a. Provide Traffic Control Devices that conform to details shown on the 21 Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control 22 Device List (CWZTCDL). 23 2. Materials 24 a. Traffic Control Devices must meet all reflectivity requirements included in the 25 TMUTCD and TxDOT Specifications — Item 502 at all times during 26 construction. 27 b. Electronic message boards shall be provided in accordance with the TMUTCD. 28 2.3 ACCESSORIES [NOT USED] 29 2.4 SOURCE QUALITY CONTROL [NOT USED] 30 PART 3 - EXECUTION 31 3.1 EXAMINATION [NOT USED] 32 3.2 PREPARATION r 33 A. Protection of In -Place Conditions CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised November 22, 2013 FAprojects103161047-19V-0 W& Prod12-3 SPMSTINA1 ADivision 34\34 71 13_TmiHc Covtml.doc 3471 I3 - 4 TRAFFIC CONTROL Page 4 of 5 1. Protect existing traffic signal equipment. 2 3.3 INSTALLATION 3 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on 4 the Drawings and as directed. 5 B. Install Traffic Control Devices straight and plumb. 6 C. Do not make changes to the location of any device or implement any other changes to 7 the Traffic Control Plan without the approval of the Engineer. 8 1. Minor adjustments to meet field constructability and visibility are allowed. 9 D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 10 1. Corrective action includes but is not limited to cleaning, replacing, straightening, 11 covering, or removing Devices. 12 2. Maintain the Devices such that they are properly positioned, spaced, and legible, 13 and that retroreflective characteristics meet requirements during darkness and rain. 14 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal 15 and state laws (by failing to hu-nish the necessary flagmen, warning devices, barricades, 16 lights, signs, or other precautionary measures for the protection of persons or property), the 17 Inspector may order such additional precautionary measures be taken to protect persons 18 and property. 19 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by 20 or in conflict with the proposed method of handling traffic or utility adjustments, can be 21 constructed during any phase. 22 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight 23 distance of drivers entering the highway from driveways or side streets. 24 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may 25 be erected and mounted on portable supports. 26 1. The support design is subject to the approval of the Engineer. 27 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 28 J. If at any time the existing traffic signals become inoperable as a result of construction 29 operations, the Contractor shall provide portable stop signs with 2 orange flags, as 30 approved by the Engineer, to be used for Traffic Control. 31 K. Contractor shall make arrangements for police assistance to direct traffic if traffic signal 32 turn-ons, street light pole installation, or other construction will be done during peak traffic 33 times (AM: 7 am — 9 am, PM: 4 pm - 6 pm). 34 L. Flaggers 35 1. Provide a Contractor representative who has been certified as a flagging instructor 36 through courses offered by the Texas Engineering Extension Service, the American 37 Traffic Safety Services Association, the National Safety Council, or other approved 38 organizations. 39 a. Provide the certificate indicating course completion when requested. 40 b. This representative is responsible for training and assuring that all flaggers are 41 qualified to perform flagging duties. CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised November 22, 2013 F:lprojec1s103181047-1912-0 Wrk Prod12-3 SPECSWINAT 1Division 34�34 7113 Traffic Conrrol.dac 5 I 347113-5 TRAFFIC CONTROL Page 5 of 5 1 2. A qualified flagger must be independently certified by 1 of the organizations listed 2 above or trained by the Contractor's certified flagging instructor. 3 3. Flaggers must be courteous and able to effectively communicate with the public. 4 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals 5 and follow the flagging procedures set forth in the TMUTCD. 6 5. Provide and maintain flaggers at such points and for such periods of time as may be 7 required to provide for the safety and convenience of public travel and Contractor's 8 personnel, and as shown on the Drawings or as directed by the Engineer. 9 a. These flaggers shall be located at each end of the lane closure. 10 M. Removal 11 1. Upon completion of Work, remove from the Site all barricades, signs, cones, lights 12 and other Traffic Control Devices used for work -zone traffic handling in a timely 13 manner, unless otherwise shown on the Drawings. 14 3.4 REPAIR / RESTORATION [NOT USED] 15 3.5 RE -INSTALLATION [NOT USED] 16 3.6 FIELD [oitj SITE QUALITY CONTROL [NOT USED] 17 3.9 SYSTEM STARTUP [NOT USED] 18 3.8 ADJUSTING [NOT USED] 19 3.9 CLEANING [NOT USED] 20 3.10 CLOSEOUT ACTIVITIES [NOT USED] 21 3.11 PROTECTION [NOT USED] 22 3.12 MAINTENANCE [NOT USED] 23 3.13 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE 26 11 /22/13 S. Arnold Added police assistance, requirement for when a site specific TCP is required CITY OF FORT WORTH Meadow lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised November 22, 2013 F9projecis503181047-I9r2-0 Wrk Wod52-3 SPL'CSTINALUvision 34134 71 13 Traffic Coatml.doe APPENDIX GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions. Geotechnical Report and Subsurface Utility Engineering Reports. GC-4.04 Underground Facilities (Not included) GC-4.06 Hazardous Environmental Condition at Site (Not Included) GC-6.06.1) Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities (TX DOT Permit) GC-6.24 Nondiscrimination NONE GR-01 60 00 Product Requirements CITY OF FORT WORTH Meadow Lakes and 7enkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised February 2, 2010 FAprojectsM 181047-19U-0 Wrk Prodl2-3 SPECSTINAI,1AppendixlAppendix.doe GCm4o01 Availability ®f Lands THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised February 2, 2016 F:lpmjects103181047-1912-0 Wrk PmdV-3 SPLCSSFINALIAppmdi.%Appendix.doc D218171968 •8131201810:01 AM PGS 6 Fee: $36.00 Submitter: XEROX COMMERCIAL SOLUTIONS Electronically Recorded by Tarrant County Clerk in Official Public Records � Mary Louise Garcia CPN 01829, .Jenkins Heights Lift Station Abandonment Parcel *I PSE . 4605 -St: Thomas Plaee CRESTRIDGEADDITION Mack 1O.Lot O( 9489 0090 0027 L01L 8477 34 STATE OF TEXAS § § KNOW ALL MEN BY THESE- PRESENTS COUNTY -O.F TARRANT § CITY OF FORT WORTH SEWER.PAGILITY- BAS.EM.ENT DATE: GRANTOR: Joshua 'Cnx and Rachel Cox GRANTOR'$ MAILING ADDRESS -(Including County), 4606 St. Thomas Plan Port tf tth; TX 76136 GRANTEE CITY OF FORT WORTH 300 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION, Ten Dollars ($110,00) and other goon[ and- valuable consideration;_ the receipt and sufficiency of -which is hereby aoknowtedged. PROPERTY, Reing mar* parfidUlsikly descrpb6d in the attached ExhI61t " k Grantor, for the consideration paid to Grantor and other good and valuable considerattorr, hereby, grants, sells, and coo eya to Grantee, .its successors and assigns, ari exclusive, perpetugl easement for the cohetructfoh, op6rmloh, rhAintehanco, replacement, 400rade, and repair of a Permanent :Sewer Line Facility, hereafter :referred to -as "Facility".. The Facility includes -all incidental underground and aboveground attachments, equipment and appurtenances,.including., but -trot limited to manholes, manhote'venfs, lateral line connections, pipelines, junction .bones in, upon, under and arrow aport►on of. the .Property and more fully - described in Exhibit "A" a'dached hereto and incorporated herein for as ;Jill. pertinent purpose, together wfth the right and {privilege at any and all times to' enter Property, or any part thereof, for the purpose of conaVucting, -ope�rating, maintaining, replacing, upgrading, and repairing said Facility. In na event mall Grantor (I) use the Property -in any mariner Which _iritiWeres 1h any material Way or is inconsistent with the rights granted hereunder, or (1I) erector permit -to be: erected within the. easement property --a permanent structure or building; including; but not limited to, CPN 01825, Jenkins Heights Lift Station Abandonment Parcel # 1 PSE 4605 St. Thomas Place CRESTRIDGE ADDITION Block 10 Lot 20 STATE OIL TEXAS § COUNTY OF TARRANT DATE: KNOW ALL MEN BY THESE PRESENTS CITY OF FORT WORTH SEWER FACILITY EASEMENT GRANTOR: Joshua Cox and Rachel Cox GRANTOR'S MAILING ADDRESS (Including County); 4606 St. Thomas Place Fort !North, TX 76135 GRANTEE: CITY OF FORT WORTH 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good- and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being more particularly described in the attached Exhibit "A". Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys. to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but hot limited to manholes, manhole vents, lateral line connections, . pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (11) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property, Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Subchapter E of the Texas Property Code, as amended, the owner or the owner's heirs, successors, or assigns may be entitled before the 10th anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which the property was acquired through eminent domain, and the repurchase price will be the price the city pays you in this acquisition. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural [SIGNATURES APPEAR ON THE FOLLOWING PAGE] Cox GRANTOR: Joshua Cox Rac lo r � GRANTE4Cityort Worth By (Signature[J� Steve Cooke, Property Management Director (Print Name) , Title APPROVED AS T E M AND LEGALITY (Signature) (Print Na� THE STATE OF TEXAS § COUNTY OF TARRANT § ACKNOWLEDGMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared :*s� bfat , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Zfaf&)- C.6C and that he/she executed the same as the act of said :4� 6O)e the purposes and consideration therein expressed and in the capacity therein stated.. GIVEN UNDER MY HAND AND SEAL OF OFFICE this t 3 day of 20fi. -- �c ` Notary Pabtl°- of Texa® Notary Public in and for the State of Texas . `yid Notary ID 9128264029 CoriiMIUlon IV. MAY 10, 2Q21s o� Yp4o 1,E0 SUM' f�fo��l Pu6fl ©T vexes No�a�! ID 41282492g CarinMIM1or� t MAYiQ, �Q2Z THE STATE OF TEXAS § COUNTY OF TARRANT § ACKNOWLEDGMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared CA"L,,� ( 0--,i , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said Rv,� COX the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this N 14„ day of —,� , 20_%�F ecornmInlon LEO SUMMER i��ry Publl gf VexesN0��lip9282s4llt2gNotary Public in and for the State of Texas EW. MAY to, 2o22 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of T xas, on this day personally appeared _Cf&,r e of the City of Fort Worth, known to me to be -the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL, OF OFFICE this day of 12015. qDCNO LEO alaiP+ANIER a>sLJ:0U S ofTexasNotary Public in and for the Stateof Texas Na ry i© 01211G264929roml lore f , MAY 10 , 2022 PARCEL I ' EXHIBIT "A" PERMANENT SANITARY SEWER EASEMENT BEING a 0.0171 acre tract of land located in the NB Breeding Survey, Abstract No, 189, City of Port Worth, Tarrant County, Texas, said 0.0171 acre tract of land being a portion of LOT 20, BLOCK 10, CRESTRIDGE ADDITION, being an Addition to the said City and State, according to the plat thereof filed for record in Volume 388-190, Page 20, Plat Records, Tarrant County, Texas, said 0.0171 acre tract being a portion of that same tract of land conveyed to JOSHUA COX and RACHEL COX, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D215102435, Official Public Records, Tarrant County, Texas, said 0.0171 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a 518 inch iron rod found at the southeast lot corner of said Lot 20, same being the northeast lot corner of Lot 21, of said Crestridge Addition, said beginning point further being on the west right-of-way line of St. Thomas PIace, being a 50 foot public right-of-way, conveyed by said Crestridge Addition, said beginning point having a NAD 83 Texas North Central Zone (4202) coordinate of N. 6,984,775.16 and E: 2,296,846.24; THENCE North 89-56-34" West, along the south lot Iine of said Lot 20, same being the north lot line of said Lot 21, 113.15 feet to the east easement line of an existing 7.5 feet wide utility easement, conveyed by said Crestridge Addition.; THENCE North 00°05'55" East, departing said lot lines, along the said easement line, and over and across said Lot 20, 7.66 feet; THENCE South 88°50'04" East, departing said easement line, and continuing over and across said Lot 20, 113.17 feet to the cast lot line of the said Lot 20, same being the said west right-of-way line of St. Thomas Place; r 4 THENCE South 00003'26" West, along the said east lot line and the said right-of-way line, 5.47 feet to the POINT OF BEGINNING. 'The hereinabove described tract of land contains a computed area of 0.0171 acres (743 square feet) of land more or less. The basis of bearings for this survey is NAD83 Texas North Central Zone (4202). All distances shown are ground. *SURVEYORS CERTIFICATE* I do hereby certify that the above legal description was prepared from public records and from an actual and accurate survey upon the ground and that same is true and correct. I0/8 Surveyors Name: Eric S. Spooner Registered Professional Land Surveyor, Texas No. 5922 Spooner and Associates, Inc. Texas Board of Professional Land Surveying No. 10054900 Surveyed on the ground July-2017 CASINO BEACH WATER AND SEWER JOSHUA COX AND RACHEL COX -- PARCEL 1-- P.S.S.E. - ExxtBrr A - PAQE 1 of 2 SPOONER My AssoclATES, [NO, 309 BYERs STREET, #100, EuBss, TEXAS 70039 - PH. 817-085-0448 - ESPOONER0sPDONER8URVEYORS.CAM- S&A #12.023-6 - LINE TABLE � J OF UNMI "A" !LINE BEARING DISTANCE { SEE ATTACHED METES & BOUNDS DESCMP77ON ON PAGE I HEREIN { Ll A.100005'550E 7.66' - L2 S0000326W 5.47' LOT 19, BLOCK 10 LOTLINE--., PROPERTY--- JOSHLA COX and RACHEL COX 0 101 20, LINE INS NO D215102435, 511111111111111111 9 O.P.RT.C.T. GRAPHIC SCALE IN FEET ' T I � zo LOT 20, BLOCK 10 j CREST'RIDGE ADDITION du �i; �GHr t?F LYAY-� VOL. 388490, PG. 20, LINE 1-Z i"C?iAL ,EBP USA BARNETT, L.LC � � � P. R.T C. T. INS NO, 0216266666 2, O.P.R.T.0 T. u o ] EXHIBIT "Ay. { PERMANENT SAINTARY SEWER E4sEmENr � { 010171 ACRES (743 SQ. FT.) ----------��. S 88°5004- .E 113,17' a N I LOTLINE--7' ."� N 891,56,34' IN 11J,15' ' ROD FOUND SURVEYOR'S NOTE: POINT � ' THE BASIS OF BEARINGS FOR THIS SURVEY IS THE TEXAS STATE PLANE { B EG/NNING ZONE (4202}. NAD83 NORTH CENTRALLOT E ] 21, BLOCK 10 { N- 6,954,775.16 ALL DISTANCES SHOWN ARE GROUND. SURVEYED ON THE, GROUND JULY 2017 { E. 2,296,646.24 (AAD 83, T.N. CZ - 4202) PARCE]'i.,1 _ PERMANENT SANITARY SEWER EASEMENT CASINOBEACH PHASE 4 CITE" OF FOR1 WORTH, T,A,RRAN'T COUNT., TEXAS r PROPERTY_ LOT 20, BLOCK 11, CRESTRIDGEADDfTTON, V388-190, P.20, P.R.T.G.T. LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS S&A JOB NO.: 12-023.6 DRAWN BY: J.B.N 'DATE: =612018 CHECKED BY: ES.S. S&A JOB. NO.: 12-023-FfW-CASINO BF-ACH PARCEL 1 COX P5SF-dwg I . �I n� jSPOONER& IM BYERS STREET, SUITE 100, EULESS, TEXAS 76M (817) 6&5-8 6 WWW.SPOONE.RSURVEYORS.COM TBPLS FIRM NO. 10054900 PARCEL 4-PSSE - PAGE 2 OF 2 �11� 1 m r i .. 4.... ........... EPJC SPOONER 22 11 �1 Page 1 of 7 D218261153 111281201810.55 AM PGS 7 Fee: $40.00 Submitter: XEROX COMMERCIAL SOLUTIONS Electronically Recorded by Tarrant County Clerk in Official Public Records Mary Louise Garcia CPN 01529, Jenkins Heights Lift Station Abandonment Parcel # 2 PSE 4601 St. Thomas Place CRESTRIDCE ADDITION Slock 10 Lot 21 STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FONT WORTH SEWER FACILITY EASEMENT DATE: GRANTOR: AMb 2014.1 Borrower ITC GRANTOR'S MAILING ADDRESS (Including County); 30601 Agoura Rd STE 200 Agoura Hills, CA 91301-2148 GRANTEE: CITY OF FONT WORTH 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, PROPERTY: Being more particularly described in the attached Exhibits "A" and "S". Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, Its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility includes all Incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (11) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building CPN 01829, Jenkins Heights Lift Station Abandonment Parcel ## 2 PSE 4601 St. Thomas Place CRESTRIDCE ADDITION Block 10 Lot 21 STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY gF FORT WORTH SEWER FACILITY EASEMENT DATE: GRANTOR: AMH 2014-1 Borrower LLC GRANTOR'S MAILING ADDRESS (Inclucing County), 30601 Agoura Rd STE 200 Agoura Hills, CA 91301-2148 GRANTEE: CITY OF FORT WORTH 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being more particularly described in the attached Exhibits "A" and "B". Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Dine Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility: In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Subchapter E of the Texas Property Code, as amended, the owner or the owner's heirs, successors, or assigns may be entitled before the 1W1 anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which the property was acquired through eminent domain, and the repurchase price Will be the price the city pays you in this acquisition. Upon completion of work within the Easement Property, Grantee will restore the Easement Property to a condition that, in Grantee's reasonable opinion, mitigates unreasonable erosion, washing, or other damage to Grantor's adjoining land. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAL ON THE FOLLOWING PAGE] GRANTOR: AMH 2014-1 Borrower, LLC, A Delaware limited liability company Helen Cho, Assistant Vice President GRANTEE: City o ort Worth By (Signatur (Print NameSteve Co ke, Pro#ertyftp'agement Director APPROVED S RM AND LEGALITY (Signature) --� (Print Name) �1P ,, .�t� S Title a TH€ STATE OF TEXAS § COUNTY OF TARRANT § ACKNOWLEDGMEN S BEFOREME, the undersigned authority, a N ry Public in and for the State of Texas, on this day personally appeared , known to me to be the same person whose name is subscribed to the foregoing instrume ,and acknowledged to me that the same was the act of and that Ishe therein stated. n cexecuted the same as the act of said the purposes aonslderation therein expressed and in the capacity GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of Notary Public in and for the State of Texas CALIFORNIA ALL PURPOSE ACKNOWLEDGMENT LEDGMENT A notary public or other officer completing this certificate verifies only the Identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of document. STATE OF CALIFORNIA COUNTY OF Los Angeles On August 28, 2018 Date ersonally ap ppeared Helen Cho ) } Before me: Name(s) of Signer(s) Lena Avvazfan. Notary Public Insert Name and Title of the off cer who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are- subscribed to the within instrument and acknowledged to me that he/she/they executed the same in Isis/her/their authorized capacity(fes), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. LENAMZIAN WITNESS my hand and official seal. NotaryPublkACaAtomla lnsmoelescairay COMNSSIon ■ 2216383 MYCamm,FVI sSep30,2021 Signature: -7.. ------------------------------------------------------------ OPTIONAL ------------------------------------------------------------- Though this section is optional, completing this information can deter alteration of the document or fraudulent attachment of this form to an unintended document. Description of Attached Docut Date Signed: 8/28/1$ Title or Type of Document CitX of Fort Worth Sewer Facility Easement g Number of Pages: Signers Other than Named Above: Capacity(ies) Claimed by Signer(s) Signers Name: Signers Name: O Corporate Officer — Title(s) ® Corporate Officer — Title(s) ❑ Partner - U Limited © General ❑ Partner - ❑Limited ❑ General © Individual ❑Attorney in Fact ❑ Individual ❑Attorney in Fact ❑ Trustee ❑Guardian or Conservator ❑ Trustee ©Guardian or Conservator ❑ Other: ❑ Other: Signer is Representing: Signer is Representing: ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public Ina d forthe State of Tex s, on this y personally appeared Slew �� ,� , 1)�� of the City of Fort Worth, known td me to a the s me person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20. notary Pulc in and #or the State of Texas IDICOMIDWOR LEO SUMMER NOWY Publlt to of TomeNO" ID 9128284929 EV. MAY 10, 2022 . _ _ . S PARCEL 2 EXHIBIT "All PERMANENT SANITARY SEWER EASEMENT BEING a 0.0089 acre tract of land located in the NB Breeding Survey, Abstract No. 189, City of Fort Worth, Tarrant County, Texas, said 0.0089 acre tract of land being a portion of LOT 21, BLOCK 10, CRESTRIDGE ADDITION, being an Addition to the said City and State, according to the plat thereof filed for record in Volume 388-190, Page 20, Plat Records, Tarrant County, Texas, said 0.0089 acre tract being a portion of that same tract of land identified as "EXHIBIT A-95" and being conveyed to AAM 2O14-1 BORROWER, LLC, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D214108141, Official Public Records, Tarrant County, Texas, said 0.0089 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod found at the northeast lot corner of said Lot 21, same being the southeast lot corner of Lot 20, of said Crestridge Addition, said beginning point being the west right-of-way line of St. Thomas Place, being a 50 foot public right-of-way, conveyed by said Crestridge Addition, said beginning point having a NAD 83 Texas North Central Zone (4202) coordinate of N: 6,984,775.16 and E: 2,296,846.24; THENCE South 00°03'26" West, along the cast lot line of said Lot 21, same being the said right-of-way line, 4.53 feet; THENCE departing said lot Iine, said right-of-way line, and over and across said Lot 21, the following courses and distances: North 88'050'04" West, 113.18 feet to the east easement line of an existing 7.5 feet wide utility easement, conveyed by said Crestridge Addition; ( North 00'05'55" East, along the said easement line, 2.34 feet to the north lot line of said Lot 21, same being the south lot line of said Lot 20; THENCE South 89°56'34" East, along the said lot lines, 113.15 feet to the POINT OF BEGINNING. The hereinabove described tract of land contains a computed area of 0.0089 acres (389 square feet) of land more or less. The basis of bearings for this survey is NAD83 Texas North Central Zone (4202). All distances shown are ground. *SURVEYORS CERTIFICATE* I do hereby certify that the above legal description was prepared from public records and from an actual and accurate survey upon the ground and that same is true and correct. Surveyors Name: Eric S. Spooner Registered Professional Land Surveyor, Texas No. 5922 Spooner and Associates, Inc. Texas Board of Professional Land Surveying No. 10054900 Surveyed on the ground July-2017 OF a�.Gtis6rfiR�o:N {.�.................r.. ,• ERIC 5POONER ... CASINO BEACH WATER AND SEWER PHASE 4 AMH 2O14-1 BORROWER, LLC - PARCEL 2 -- P.S.S.R. X EXHIBIT A •- PAGE 1 OF 2 SPOONER AND ASSOCIATES, INC. 309 BYERS STREET. #100, FaEss, TExAs 76030 — PH. 817-685-8448 — ESPOONER OSPooNEnsunvEYoRB.coM—S&A #12-023-0 [ M" OF x+'x.kum'1' "All [ ] SEEATTACHED METES & BOUNDS REE>�vE�'� DESCRIATlDN ON PAGE 1 HEREIN�� 1 PRDPERTY-� ] POINT OF LINE [ BEGIIVJIIimr, LOT 20, BLOCK 90 ] [ N. 6,964,77516 [ E 2,296,846.24 I ' (NAD 83, T.N CZ - 4202) 1 S 89'05634" E 113.15' LOTLINE-,,, 5/8'IRON .34' - _ - JV 88050,04m, Y/f/ 113. o' ROD FOUND 2 I S00003 aG7/ w ]EXHIBIT "A" 4.53' 0 10, 20' 1 PERMANEXT SANITARY SEWER EASEMENT 1 M0089 ACRES (389 SO. FT.)GRAPHIC _ I SCALE IN FEET 1-Z I [ RIGHT -Or -WAY-` AMH204-1 BORROWER, LLIC LINE IDENTIFIED AS "EXIWNBITA-95" n I IRIS. NO D214108141, TOFAL E&P USA BARN , LLC � ° [ O.P.R.T.C.T. U ti INS NO. D21B266568, -� O.P.fzT.C.r. # LOT 21, BLOCK 10 w a ] CRESTROGEADDITION c� [ VOL. 388-190, PG. 20 x a P.R.T.C_T. SURVEYOR'S NOTE: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE TEXAS STATE PLANE NAD93 NORTH CENTRAL ZONE (4202)- ALL DISTANCES SHOWN ARE GROUND. SURVEYED ON THE GROUND JULY 2017 I LOT LINE �� LOT22, BLOCK 10 — .. _. PAR C ET, 2 PERMANENT SANITARY S-EWER. E.ASENENT CASINO BEACH ]PHASE 4 CITY OF FORT WORTH, TAR ANT COUNTY, TEXAS 1!0-11111111ptpT WR 25 YLAKb Vk-_,23�MKVI�Z_ PROPERTY: LOT21, BLOCK 11, CRESTRIDGE AM)MON, V,388-190, P20, P.R -T.C,T. 305 BYERS STREET, SUffE 100, EULESS, 7DfA5 76039 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS (617) 6&&8448 VWdW.SPOONERSURVEYORS.COM DATE.JOB NO__ 12-023 6 DRAWN D B , E.S.S.TBPLS FIRM NO. 10054900 DATE: 02J26l2018 CHECKED 8Y: E. S&A JOB, NO.: '13-FrW-CASINO BEACH —PARCEL 2 AMH 2014-1_PSSE dxg PARCEL 2 - P. S.S.E. - PAGE 2 OF 2 0 048 ERIC SPOONER Page 1 of 6 D2 8261145 91J26J2Q1810:57 AM Pig 6 Fee: $36.00 Submitter: XEROX COMMERCIAL SOLUTIONS E�Iectronldally Recorded by Tarrant County Clerk in Official Public Records 1 e.�a, Mary Louise Garcia CPN 01829, Jenkins Heights Lift Station Abandonment Parcal 0 4 TCE 4425 Boat Club Rd. Jinkens Heights Addition, Block I Lot 2 TY OF FQ-RT WORTH TEMPO CONSTRUCTION EASEMENT GRANTOR: Alan R. LaQuey and Sharron« R. LaQuey GRANTOR'S MAILING ADDRESS (including County). 00011 Qreentree et. Foff Worth, TX 70179 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (Including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, PROPERTY: Being more particularly described In the attached Exhibit "A" Grantor, for the consideration paid to grantor, hereby grant, bargain and convey unto Grantee, Its successors and assigns, the use and passage In, over, and across, below and along th® Easement Property situated in Tarrant County, Texas, in accordance with the legal description hereto attached as Exhibit "A°, and ingress and egress over Grantor's property to the easement as shown on Exhibit " 13' It is further agreed and understood that Grantee will be permitted the use of sald Easement Property for the purpose of construefing a sewer line. Upon completion of Improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease on December 31, 2019. TO HAVE AND TO HOLD the above described Easement Property, together with, all and singular, the rights and appurtenances thereto In anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] CPN 01829, Jenkins Heights Lift Station Abandonment Parcel # 4- TCE "25 Boat Club Rd. Jinkens Heights Addition, Block 1 Lot 2 CITY OF FORT,,,,VV_Ri11 TEMPORARY CONSTRUCTION EASEMENT DATE: GRANTOR: Alan R. LaQuey and Sharon R. LaQuay GRANTOR'S MAILING ADDRESS (Including County): 8601 Greentrue Q. Fort Worth, Tit 76179 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (Including County): 200 TENS STREET FORT WORTH, TARRANT COUNTY, Tat 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, PROPERTY: Being more particularly described In the attached Exhibit "A' Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, Its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, in accordance with the legal description hereto attached as Exhibit W, and ingress and egress over Grantor's property to the easement as shown on Exhibit'V% It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of constructing a sewer line. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease on December 31, 2019. TO HAVE AND TO HOLD the above described Easement Property, together with, all and singular, the rights and appurtenances thereto In anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] GRANTOR: Alan R. LaQuey v ho', GRANTEE: City of Fort Lo ShEron R. LaQuey (Print Title f 11 APPROVED AS TO F M AND LEGALITY (Signature) (Print N=01CR San ng. i 0 CRYo ACKNOWLEDG15MENT STATE OF TEXAS § couNTY Or TARRANT § BEFORE M the undersigned authority Notary ub it in and fort of Texas, on this day personally ap ared i wn to me to be the same person whose name i scri ed to th fore oing ins , i In acknowledged to me that the same was the act of 6 rA , tro u . ann that he/she executed the same as the act of said r. v for the purposes and consideration therein expres n n the capacity therelh scat ad. GIVEN R MY HAND D SEAL OF OFFICE this 0 day of C1� 20 �.•`{%,�iELBY MORALES V 4*°f Notarj Public, State of Texas Com n. Expir'ss 10-09-2021/{ Wary la 13128034.4 ! r t gill 1 '. 01•_- Notary Public in an i for the State of Texas ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the under i ned authority, a Notary Public in and for the State of Texas, on this day personally appeared!Z rl ,known to me to be the same person whose name is subs,pribed to the foregoin (instrument, and acknowledged to me that the same was the act of _ GL, and that he/she executed the same as the act of said r i nr ?�.'� for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAT_ OF OFFICE this day of III rill. SHELBY MORALES p�B�r_ -NE=q• <g,lVotary Public, State of Texas �:A: '# Comm. Expires 10-09-2021 -elicit � Nntary iD 1312$034-4 STATE OF TEXAS § COUNTY OF TARRANT § Notary Public and for the State of Texas ACKNOWLEDGEMENT BEFORE ME, the under;g'gned authority, a Notary Public in and for the State of Texas, on this day personally appeared orw t v , known to me to be the same person whose name is s scribed to he f regoin in rument, and acknowledged to me that the same was the act of 4 � � and that he/she executed the same as the act of said r� 1 �, �I�. for the purposes and consideration therein expressed and in the caphicity therein stated. GIVEN UNDER MY HAND AND SEAT_ OF OFFICE this 3 day of OCA&/- _ 20le. SHELBY MORALES - Notary Public, state of Texas Notary Public in and for the State of Texas Comm, Expires 10-09-2021 ;,; Notary 11) 13128034-4 ■ -: �. p ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY of TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appearedA .4F YM� ocas of the City of Fort Worth, known tolme to be the same person whos game is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _vim day of 2D—k& LEA SUrl�i ' Notary Public in and for the State of Texas r .. PARCEL 4 EXHMIT "All TEMPORARY CONSTRUCTION ]EASEWWNT BEING a 0.0388 acre tract of land located in the NB Breeding Survey, Abstract No. 189, City of Fort Worth, Tarrant County, Texas, said 0.0388 am tract of land being a portion of LOT 2, BLOCK 1, ANKENS HEIGHTS, being an Addition to the said City and State, according to the plat thereof filed for record in Volume 389-31, Page 46, Plat Records, Tarrant County, Texas, said 0.0388 acre tract being a portion of that same tract of land conveyed to ALLAN R. LAQUEY and SHARON R. LAQUEY, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D217176559, Official Public Records, Tarrant County, Texas, said 0.0388 acre tract of land being more particularly described by metes and bounds as follows: BEGIIMNG at A point on the west lot line of said Lot 2, same being the east lot line of Lot 1, of said Jinkens Heights, from said beginning point the northwest lot corner of said Lot 2 bears, North 000381541, West, 91.40 feet, said beginning point having a NAD 83 Texas North Central Joni t4202) coordinate of N: 6,984,561.84 and 2,300,376.23; THENCE departing said lot lines, and over and across said Lot 2, the following courses and distances: South 4702644" East, 27.70 feet; South 89030'04" East, 130.17 feet to a point on the east lot line of said Lot 2, same being the west right of way line of Boat CIub Road, being a 100 foot public right-of-way, from said point the northeast lot corner of said Lot 2 bears, North 00037'20" West,110.78 feet; THENCE South 00°37`20" But, along the east lot Iine of said Lot 2, same being the said right-of-way line,10.00 feet to a point on the north easement line of an existing 10 feet wide utility easement, conveyed by said Ankens Heights, from said point a 1f2 inch iron rod with a cap stamped "2490 J.D.Z." found bears, South 55°54`36" East, 18.23 feet; THENCE North 89°3Y04" West, departing said lot line, said right-of-way line, over and across said Lot 2, and along the said existing easement line, 150.36 feet to the said west lot line of Lot 2, same being the said east lot line of Lot 1; THENCE North 00038'54" West, along said lot lines, 28.56 feet to the POINT OF BEGINNING. The hereinabove described tract of land contains a computed area of 0.0388 acres (1.,691 square %t) of land more or less. The basis of bearings for this survey is NAD83 Texas North Central Zone (4202). All distances shown am ground. *SURVEYORS CERTIFICATE'S I do hereby certify that the above legal description was prepared from public records and from an actual and accurate survey upon the ground and that same is true and correct. Surveyors Name: Eric S. Spooner ��.�IW,G�N,AIp54�� Registered Professional Land Surveyor, Texas No. 5922 ((ERIC ,,,,,,,,7,,,,,,,;,. Spooner and Associates, Inc. SPO®NER Texas Board of Professional Land Surveying No. 10054900',; •. Surveyed on the ground July-2017 CASINO BEACH WATER AND SEWER M MSE 4 ALLAN R. LAQUEY AND SHARON R. LAQUEY » PARCBL 4 - T.C.E. » BXIIIB A TPAA aE 1 OnF 2 -SPOONER AND ASSOMATes. [w, 309 eYERB s f M, #100, EULESS. TE w 7W39 - PH. 817.9SG$44a-EBPOONERC SPDONERSURVEYORR.cm _ S&A #F12-023$ IP OF lEAjcumff "A" SEEATTACHED METES S SOUNDS DESCRIP770M CW PAGE 9 HEREIN LOTLbVR-� OLOT 1, r BLOCKI ■ w I i I■1 SHADYDE'LL DRIVE RIGHT-OFLWAY• (W PJ Mr-0r-WAr LbVE--, VOL 36"l, PO 46, P.1QT.C.7 LOT2, BLOCK I JlIMENS HEIGHTS VOL. 388-31, PG. 46, P'R-T C.T. ■ ■ ■ WWI ■ Pk 6,�4,56l.L# ALLAN R. LAQUEY o Z z: 14 Ca 2, 0,37 i aa aa zt AND S ON R. LAQU `Y i � i WAD M T N.C.Z - 4M2) ® [�f CD o M. D21717�59, � ,L C5 BEGWAMG P R.T.G T. 14 a UME TABLE i IINE IIENG DISTANCE EUMIT wA" 9a' 3i9` L 2 SW'37"WE 10 00, G APHC SCALE 3 8"S " E 130,lr W P EET It _ •4 SW54`36°E St IffUTMJ7YE4SSUA7#T 9N 39°3OV40 W 1ZO.36' 19 23' !1rfi O�URDD MMCAP VOLMg-31, FG A P.rt1:r-T STAW W WX JZZ "FOUAD a S 1J77L7D'EA 17; VOL 38 s pr. 47, P.R7:C.F. LOT LNE-� _ -- _.�.--_——__—_—_....r__—_--- --i StRVEYORSNOI'E: LOT2, BLOCK 1 LOTA BLOCK i ; THE SAS15 OF BEARNGS FORTHIS BOASURVEY IS 7HE TEXAS STATE PLAW T�US,E.�@�iT�s^�1�dri��l �i4T �UB lE.S7P.>�7�iL�� I iVAD83 NORTHC�f3tAt ZGNIE {42�}. � VOL 38${� PG 47, vC t 3 47, ALL DISTANCES SHOVaM9 PM GMM. P.R T.C,T. P.97".GT i WRVEYED ON THE GROUND JLLY 2D17 � TENVORA R-Y CONSTRUCTION EASENM SPWNER& CASINO BEACH PHASE 4 Mb CM OF FORT WORTIL TAR ANT COS, TEXAS ��'a�. 'r:� � i��".hvaa�:a�.a r►�a■ i �RIC SPOQN�R PROPERTY ALLAR R. LAQLIEYAND SHAROd R. LAQUEI, INS. NO D217176559, 0.lPJLT-QT. 3w 81'Em STREET, SCATS 111fl, mLESS, TExAs 7'S(tCi9 ••.- LOCA77 N. C17'Y OF FORTM17IOR'PEl. TARRANT COtRd7Y. TEXAS (817) M"r M s WWZPOOPIE RSUMlEYOR&=M �•- ,�� .'�® $SA JOB NO- 12-0236 DRAWN 8Y_ JJ3N TBPLS FIM NO. 10064M DATE; M2J=S I s;k� BY. ESS. 2 cash SEACH PARCEL,a L.AOLEY MEdwo PARCEL 4 TCE — PAGE 2 OF 2 Page 1 of 6 D218194951 8131/20189:44AM PG $ Pee: $36.00 Submitter.XEROX COMMERCIAL SOLUTIONS Electronically Recorded by Tarrant County Clerk in Official Public Records t /],�r Mary Louise Garcia CPN 01829, Jenkins sleights Lift Station Abandonment Parcel # 5 TGE 4400 Boat Club Rd. Marine Creek Heights Addition, Block 11 Lot B CITY OF FORT QQ.RTH TElIaIPC?IRAIRY C9AISTRJION EABERiIEIIY DATE: J wl5 �l �. 6 ,� GRANTOR: Cardarelli Properties, LP GRANTOR'S FAILING ADDRESS (including County): PO BOX 802 Aledo, TX 76008 GRANTEE_ CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (Including County), 200 TEXAS STREET FORT WORTH, TAIRRAtNT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY_ Being more particularly described in the attached Exhibits "A" and " B". Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, in accordance with the legal description hereto attached as Exhibit W', and ingress and egress over Grantor's property to the easement as shown on Exhibit "B". It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of constructing a sewer line. Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease and the City of Fort Worth will execute a release of the easement. TO HAVE AND TO HOLD the above described Easement Property, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said eassrnerd unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. [SIGNATURES APPEAR ON THE FOLLOVnNG PAGE] CPN 01029, Jenkins Heights Lift Station Abandonment Parcel 0 5 TCE 4460 Boat Club Rd. Marine Creek Heights Addition, Block I 1 Lot B CITY OF FORT WORTH TEMPORARY CONSTRUCTION EASEMENT DATE: J 1-0 9 2ql GRANTOR: Cardarelli Properties, LP GRANTOR'S MAILING ADDRESS (Including County): PO BOX 002 Aledo, TX 76008 GRANTEE: CITY OF FORT MONTH GRANTEE'S MAILING ADDRESS (Including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: e'en Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being more particularly described in the attached Exhibits "A" and "B". Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, in accordance with the legal description hereto attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as shown on Exhibit "B". It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose 'of constructing a sewer line_ Upon completion of improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease and the City of Fort Worth will execute a release of the easement. TO HAVE AND TO HOLD the above described Easement Property, togetherwith, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] GRANTOR: Gardarelli Properties, LP By; CardarelliPro pertiesGP, Inc, it's General Partner ❑oils ardarefli, it's Director GRANTEE: City of Fort Worth By (Signatur 4 r-e l (Print NangkwCOOIWPMn ,91W&gom=CM'Mtor APPROVED AS TO M AND LEGALITY ; (Signature) (Print Name) itie JeWca S vang, AwIsWnt CRyAbmy ACK,lPWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undetgned authority, a Notary Public in and for the State of Texas, on this day personally appeared oQ l S C A 2 D a (La: L L I , known to me to be the same person whose name is subscribed to the fordgoing instrument, and acknowledged to me that the same was the act of b00-1S 0 #7 ot A v t I and that he/she executed the same as the act of said bNfz-t c C► .i5�ra'�. s I for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 24TH day of TuLv , 201� w-""'^r;CLINTON L DEMPSEY Notary ID & 128059207 My Commission Expires s.,,�14�,• April 14, 2020 Notary Pu c in fand/f& the State of Texas ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRAN T § BEFORE ME, the undersigned authority, a No Public ' and �fothe� of Texas, onthis day personally appearedc of the City of Fort Worth, known to mame p son whose name.is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and ' in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 20 � C . Notary Public in and for the Sta Texas ..,a1 F, D. % CODY �? n Worry Pubflo tate of Texas Notary 19 012355907 Commisslou Exp. FEB.13, 2022 PARCEL 5 EXHIBIT "A" TEMPORARY CONSTRUCTION EASEMENT BEING a 0.1131 acre tract of land located in the NB Breeding Survey, Abstract No. 189, City of Fort Worth, Tarrant County, Texas, said 0.1131 acre tract of land being a portion of LOT B, BLOCK 11, MARINE CREEK HEIGHTS, PHASE 11, being an Addition to the said City and State, according to the plat thereof filed for record in Volume 388-174, Page 56, Plat Records, Tarrant County, Texas, said 0.1131 acre tract being a portion of that same tract of land conveyed to CARDARELLI PROPERTIES, LP, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D206310074, Official Public Records, Tarrant County, Texas, said 0.1131 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a point on the north lot line of said Lot B, same being the south right-of-way line of Shadydell Drive, being a 60 foot public right-of-way, conveyed by said Marine Creels Heights, Phase If, said beginning point further being on the west easement line of an existing 10 foot utility easement, conveyed by said Marine Creek Heights, Phase II, from said beginning point the northeast lot corner of said Lot B bears, North 89029145" East, 5.00 feet, said beginning point having a NAD 83 Texas North Central Zone (4202) coordinate of N: 6,984,649.58 and E: 2,300,930.65; THENCE departing said lot line, said right-of-way Iine, and over and across said Lot B, the following courses and distances: South 00°37'20" East, along the said existing utility easement, 105.22 feet to a point on the north easement line of an existing 20 foot permanent easement conveyed to the City of Fort Worth by deed as recorded in Volume 5590, Page 241, Deed Records, Tarrant County, Texas; North 89041'24" West, along the said north easement line (V.5590, P.241), 295.04 feet to a point on the west lot line of said Lot B, same being the east right-of-way line of Boat Club Road, being a 100 foot public right-of-way, from said point a 518 inch iron rod found bears, South 41°21'43" West, 14.67 feet; THENCE North 00°37'20" West, along the said west lot line of said Lot B, same being the said east right-of-way line, 10.00 feet to a point from which the northwest lot corner of said Lot B bears, North 00°37'20" West, 91.03 feet; THENCE departing said lot line, said right-of-way line, and over and across said Lot B, the following courses and distances: South 8904I'24" East, 274.92 feet; North 00*30'05" West, 82.70 feet; North 45°00'00" West, 17.15 feet to the said north lot line of said Lot B, same being the said south right- of-way line of Shadydell Drive; THENCE North 89029'45" East, along the said lot line and said right-of-way line, 31.94 feet to the POINT OF BEGINNING, The hereinabove described tract of land contains a computed area of 0.1131 acres (4,927 square feet) of land more or less, The basis of bearings for this survey is NAD83 Texas North Central Zone (4202). All distances shown are ground. CASINO BEACH WATER AND SEWER- PHASE 4 CARDARELLI PROPERTIES, LP --PARCEL 5 ---T.C.E. - FxHmrr A PAGE 1 OF 3 SPOONER ANU ASSOCIATES, INC, 309 BYERS STREET, #100, EULESS, TExns 76039 — PH. 817-885-8448—ESPOONER(?gSPOONERSURVEYORS.CCM— S&A#12-023-6 l *SURVEYORS CERTIFICATE* I do hereby certify that the above legal description was prepared from public records and from an actual and accurate survey upon the ground and that same is true and correct. Surveyors Name: Eric S. Spooner Registered Professional Land Surveyor, Texas No. 5922 Spooner and Associates, Inc, Texas Board of Professional Land Surveying No. 10054900 Surveyed on the ground July-2017 sA-N. as/as/Zoos OF % P IST /'0 ° Nl ERiC S. SPOONER 5922 �r .�0¢r CASINO BEACH WATER AND SEWER -- PHASE 4 CARDARELLI PROPERTIES, LP — PARCEL 5 T.C.E. — EXHIBIT A — PAGE 2 of 3 SPOONER AND ASSOCIATES, INC, 309 BYERS STREET, #100, EmEss, TEXAS 76039—PH.817-686-8448-^ ESPOONEROSPOONERSORVEYORS.COM—S&A #12-023-$ MATS OF EXHIBIT "B M6,984,649,58 Q 20' 40' SEE ATTACHED METES & BOUNDS 2,300T.N. . C-Z - DESCRIPION ON PAGES I & 2 HEREIN (NAD 83, CZ 4202j T POINT OF GRAPHIC SCALE BEGINNING IN FEET SHADYDELL DRIVE -— q" (60'PUBLIC RIGHT=Of=WAY) N69°29'45"E RIGHT-OF-WAY VOL. 388-174, PG, 56, P.R. T.C.T. LINE 1-3 LOT B, BLOCK 11 PUEVC OPEN 1 I SPACEE4SEMENT MARINE CREEK HEIGHTS, PHASE II � � , � - LOT LINE VOL. ass 17a, PG sc VOL, 388-174, PG. 56, C.T. Q o P.R.T O o � P.R. T,C. T. B j LOT 1, CARDARELLI PROPERTIES, LP i Ia E BLOC/f 11 V INS. NO. D206310074, � O.P.R. T.C. T, o Igo m o WBSTG3A�ZP TEMPORARY CONSTRUCTION EASEMENT a 10 1 �" 0.1131 ACRES (4,927 SQ. FT.} S 89041'24" E 274.92' 8x iD LrfxrryE4wmENT m MR m IBM f VOL- 388-174, PG. M,, S41°21'43"W P.PIT.C.T. 14.67'�xl, N 89041'24" W 295.04' '%� LOT LINE 5/8"IRON --EX APPROX1M4TH LOCATION OF ROD FOUND LINE TABLE TO CITY OF FORT WORTH VOL. 5590, PG. 241, .D.R.TC.T. LINE BEARING DISTANCE SURVEYOR'S NOTE: SU=900, LLC L1 N0063770"VIf 10.00, THE BASIS OF BEARINGS FOR THIS SURVEY IS THE INS. NO, D216120646, TEXAS STATE PLANE NAD83 NORTH CENTRAL ZONE 0.PR.T.C.T. L2 N45°00100"IN 17.15' (4202). ALL DISTANCES SHOWN ARE GROUND. SURVEYED ON THE GROUND JULY 2017 L3 A189°29 45"E 31.94' -- -- PARCEL 5 TEMPORARY CONSTRUCTION EASEMENT SPOMER& CASINO BEACH PHASE 4 ASSOMTO CITY OF FORT WORTH TARRANT COUNTY, TEXAS PROPERTY: LOT 8, BLOCK 11, MARINE CREEK HEIGHTS, PHASE II, VOL. 388-174, PG, 56, P.R.TC.T. 309 BYERS STREET SUITE 100, EUL.ESS, TEXAS 76039 LOCATION., CITY OF FORT WORTH, TARRANT COUNTY, TEXAS (817)685-8448 YJWW.SPOONERSURVEYORS.COM S&A JOB NO.: 12-023-6 I DRAWN BY. J.B,N TBPLS FIRM NO. 10054900 DATE: 03/12/2018 CHECKED BY. E.S.S. S&A JOB. NO,: I' -'4-FTW CASINO BEACH PARCEL S CARDARELL TCEAd" PARCEL 5 - TCE — PAGE 3 OF 3 I I I I l 08/08/2018 E OF T CiSTET"�' 0 ! ERIC S. SPOONER > �e 5922 I( 0,�s Of �www� CPN 01829, Jenkins Heights Lift Station Abandonment Parcel # 2 PSE 4601 St. Thomas Place CRESTRIDGE ADDITION Block 10 Lot 21 STATE OF'TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH SEWER FACILITY EASEKNTNT DATE: GRANTOR: AMH 2O14.1 Borrower LLC GRANTOR'S MAILING ADDRESS (Inclucing County); 30601 Agoura Rd STE 200 Agoura Hills, CA 91301-2148 GRANTEE: CITY OF FORT WORTH 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY. Being more particularly described in the attached Exhibits "A' and "i3". Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility: In no event shall Grantor (I) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Subchapter E of the Texas Property Code, as amended, the owner or the owner's heirs, successors, or assigns may be entitled before the W1 anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which the property was acquired through eminent domain, and the repurchase price will be the price the city pays you in this acquisition. Upon completion of work within the Easement Property, Grantee will restore the Easement Property to a condition that, in Grantee's reasonable opinion, mitigates unreasonable erosion, washing, or other damage to Grantor's adjoining land. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural [SIGNATURES APPEAR ON THE FOLLOWING PAGE] GRANTOR: AMH 2014-1 Borrower, LI_.C, A Delaware limited liability company �14�67 Helen Cho, Assistant Vice President THE STATE OF TEXAS § COUNTY OF TARRAN T § GRANTEE: City o ort Worth By (Signatur (Print NameSteve Co k% WOPOrty fiagement Director APPROVED Z��" RM AND LEGALITY (Signature) (Print Name) Title IPA-, N t S i ACKPIOWLEDCaME PV d" BEFORE ME, the undersigned authority, a N ary Public in and for the State of Texas, on this day personally appeared _ , known to me to be the same person whose name is subscribed to the foregoing instrume , and acknowledged to me that the same was the act of and that /she executed the same as the act of said the purposes an consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY I KND AND SEAL OF OFFICE this day of Notary Public in and for the State of Texas 6 CALIFORNIA ALL PURPOSE ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document, to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. STATE OF CALIFORNIA COUNTY OF Los Angeles On August 28, 2018 Before me: Lena Avvazian, Notary Public Date Insert Name and Title of the officer appearedy Helen Cho Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/aFe- subscribed to the within instrument and acknowledged to me that he/she/they executed the same in leis/her/tilek authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS m hand and official seal. LEN OIC—CaAN Y Natary Pubftt— Castnmia Los Mgeles County Comndislon *2216393 MyComm.F*res Sep 3%202t Signature: ------------------------------------------------------------ OPTIONAL -----------------------_------------------------------------ Though this section is optional, completing this information can deter alteration of the document or fraudulent attachment of this form to an unintended document. Description of Attached Docut Title or Type of Document City of Fort Worth Sewer Facility Easement Date Signed: 8/28118 Number of Pages: Signers Other than Named Above: Capacity(ies) Claimed by Signer(s) Signers Name: Signers Name: 0 Corporate Officer — Title(s) 0 Corporate Officer — Titles) I3 Partner- ❑ Limited B General 8 Partner- © Limited L3 General 8 Individual ®Attorney in Fact © Individual LIAttorney in Fact 8 Trustee LIGuardian or Conservator O Trustee ❑Guardian or Conservator © Other: Il Other; Signer is Representing: Signer is Representing: ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in arid for the State of Tex s, on this doy personally appeared S of the City of Fort Worth, known td me to a the s me person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 4 day of T 20. Notary Pub In and for the State of Texas LEO SUMNEEER # ' N®tory PaW104MIS of Texas Ntftry ID #1282E; 4920 1CMDW1810H EV. MAY 10, 2022 PARCEL 2 EXHIBIT "A" PERMANENT SANITARY SEWER EASEMENT BEING a 0.0089 acre tract of land located in the NB Breeding Survey, Abstract No. 189, City of Fort Worth, Tarrant County, Texas, said 0,0089 acre tract of land being a portion of LOT 21., BLOCK 10, CRESTRIDGE ADDITION, being an Addition to the said City and State, according to the plat thereof filed for record in Volume 388-190, Page 20, Plat Records, Tarrant County, Texas, said 0,0089 acre tract being a portion of that same tract of land identified as "EXHIBIT A-95" and being conveyed to AMH 2O14-1 BORROWER, LLC, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D214108141, Official Public Records, Tarrant County, Texas, said 0.0089 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a 5/8 inch iron rod found at the northeast lot corner of said Lot 21, same being the southeast lot corner of Lot 20, of said Crestridge Addition, said beginning point being the west right-of-way line of St. Thomas Place, being a 50 foot public right-of-way, conveyed by said Crestridge Addition, said beginning point having a NAD 83 Texas North Central Zone (4202) coordinate of N: 6,984,775.16 and E: 2,296,846.24; THENCE South 00103'26" West, along the east lot line of said Lot 21, same being the said right-of-way line, 4.53 feet; THENCE departing said lot line, said right-of-way line, and over and across said Lot 21, the following courses and distances: North 88050'04" West, 113.18 feet to the east easement line of an existing 7.5 feet wide utility casement, conveyed by said Crestridge Addition;; North 00°05'55" East, along the said easement line, 2.34 feet to the north lot line of said Lot 21, same being the south lot line of said Lot 20; THENCE South 89°5634" East, along the said lot lines, 113.15 feet to the POINT OF BEGINNING, The hereinabove described tract of land contains a computed area of 0..0089 acres (389 square feet) of land more or less. The basis of bearings for this survey is NAD83 Texas North Central Zone (4202). All distances shown are ground. *SURVEYORS CERTIFICATE* I do hereby certify that the above legal description was prepared from public records and from an actual and accurate survey upon the ground and that same is true and correct. Surveyors Name- Eric S. Spooner Registered Professional Land Surveyor, Texas No. 5922 Spooner and Associates, Inc. Texas Board of Professional Land Surveying No. 10054900 Surveyed on the ground July-2017 CASINO BEACH WATER AND SEWER PHASE 4 AMH 2014-1 BORROWER, LLC — PARCEL 2 — P.S.S.E. — Exlin3tT A — PAGE 1 OF 2 SPOONER AND MsoctAT£s. INC, 809 BYERS STREET, #100, EULESS, TExAS 7803E — PH. 817.885.8448 — ESPOON£R@3PODNERSUFRVEYOAS.COM—S&A #12-023-5 1 Al" OF EX "A" I .ILMIT SEEATTACHED HEMS & BOUNDS �� Ey No >�Gwaolf DESCRIPTION ON PAGE 1 HEREIN CT NO, lee ,5 PROPERTY-r] I � POINT OF LINE I BEGINNING l LOT 20, BLOCK 10 I j N. 6,W 775.16 E 2,296 84624 (NAD 83, TN. CZ - 4202) I S 89056:W E 113.15' LOT UNE --, w" IRON NOO*05155"E II Imm N 88050'04" W m.18` ROD FOUND s00003'26wW 234' CCXHgaBF "Am 4.531 0 10, 20' PERMANENTSANITARY SEWER EASEMENT I 0.0089 ACRES (389, SQ,. FT)� GRAPHIC SCALE IN FEET 1" = 20' I RIGHT-OF-WAY—" j AH 20f4T-f SORROWEg ,L.. C LINE IDENTIFIED AS "EXHIBITA-95" N I INS. NO. D2141081411, 6: TOTAL F,9-P USE BARNETT LI-C o I O.P.R.T,C.T. U v INS. NO_ D216266568, R! a q }' OP.P-TC.T. x I LOT 21, BLOCK 10 4 � � � o I CRESTR DGE ADDITION Q 1 VOL. 3$8-190, PG. 20, z z a I P.R. T.C.T. it F . 1 CA SURVEYOR'S NOTE: THE BASIS OF BEARINGS FOR THIS SURVEY 1S THE TEXAS STATE PLANE NAD83 NORTH CENTRAL ZONE (4202). ALL DISTANCES SHOWN ARE GROUND. SURVEYED ON THE GROUND JULY2017 I LOT LINE --' LOT22, BLOCK 10 PARCEL 2 - - PERMANENT SANITARY SEWER EASEMENT = � ��► CASINO BEACH PHASE 4 MY OF FORT W©RTT-1, TARRANT COUNTY, TEXAS �"�yF,t�.�� ►�,�r�er�:o,�;7�.,�_ PROPERTY: LOT 21, BLOCK 11, CRESTRIDGE ADDITION, V388-180, P20, P,RT,C,7 3pg BYERS STREET, SUffE 100, L SS, TEXAS 76039 LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS (817) 68.5-8448 WWW.SPOONERSURVEYORS.COM SBA JOB NO.: 12-023 6 DRAWN D BY. E. TBPLS FIRM NO. 10054900 DATE: 0225120 i 8 CHECKED Y: E.S.S. $&A JOB. NO.: 12-023-FTW-CASINO BEACH PARCEL2 AMH 2014-1_PSSE.dwg PARCEL 2 - P.S.S.P. — PAGE 2 OF 2 O - 4 V.-48 ERIC SPOONER CPN 01829, Jenkins Heights Lift Station Abandonment Parcel # 3A PSIS 6801 Match Rd. N B Breeding Survey, Abstract 189 Tract 2F STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH SEWER FACILITY EASEMENT DATE: Sep& m. Her 20 r 2-018 1 GRANTOR: Total E&P USA Barnett, LLC GRANTOR'S MAILING ADDRESS (including County); PO BOX 17180 Fort Worth, TX 76102 GRANTEE: CITY OF FORT WORTH 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being more particularly described in the attached Exhibits "A" Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (11) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any fences, sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Subchapter E of the Texas Property Code, as amended, the owner or the owner's heirs, successors, or assigns may be entitled before the f 0th anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which the property was acquired through eminent domain, and the repurchase price will be the price the city pays you in this acquisition. TO HAVE AND TO HOLD the above -described easement, together with all and singularthe rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] GRANTOR: Total E&P USA Barnett, LLC a Delaware Limited Liability Company Dave Leop reside EO THE STATE OF TEXAS § COUNTY OF TARRANT § GRANTEE: City of Fort Worth By (Signature): } (Print Name)--ejVS y •Title hCM APPROVED AS T FgRM D LEGALITY (Signature): % ~ Jessica ngsvang, tstant CkA tomes (Print Name) , Title ACKNOWLEDGMENT BEFORE ME, the under ned puthority,(a Notary Public in and for the State of Texas, on this day personally appeared PWO , known to me to be the same person whose name is subscribed to the fare Ding instr6ment, and acknowledged to me that the same was the act of Total E&P USA Barnett, LLC and that he/she executed the same as the act of said Total E&P USA Barnett, LLC the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of �v , 201y. �tuiurr' R013ERT K. STRAWSER t°•' Notary Public, state of Texas Notary Public in and for the State of Texas �� _`� comm. Expires 12-14-2021 _ • MV.5% '".Notary !q 126689701 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on INS I day personally appeared�lj� J • ('cam , ,Vif 01 t �d e� of the City of Fort Worth, known to me tot be the same person whose name is sUbscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 201R. _ � Y ;= •--- otary Public in and for the tate ofas =4�AY MARIAS. SANC14EZ . N; ;g My Notary ID # 2266490 Expires December 19, 2021 PARCEL 3A EXHIBIT "A" PERMANENT SAINTARY SEWER EASEMENT BEING a 0.0629 acre tract of land located in the NB Breeding Survey, Abstract No. 189, City of Fort Worth, Tarrant County, Texas, said 0.0629 acre tract being a portion of a called 39.12 acre tract of land identified as "M182" and being conveyed to TOTAL E&P USA BARNETT, LLC, by deed thereof Bled for record in Tarrant County Clerk's Instrument No. D216266568, Official Public Records, Tarrant County, Texas, said 0.0629 acre tract of land being more particularly described by metes and bounds as follows: BE, at a point on the east property line of the said Total B&P tract, said point being on the west lot line of Lot 20, Block 10, Crestridge Addition, being an Addition to the City of Fort Worth, Texas, according to the plat thereof filed for record in Volume 388-190, Page 20, Plat Records, Tarrant County, Texas (P.R.T.C.T.), from said beginning point, the most easterly northeast property comer of the said E&P tract bears, North 00°05'55" Bast, 51.05 feet, said beginning point having a NAD 83 Texas North Central Zone (4202) coordinate of N: 6,984,788.09 and E: 2,296,725.61; THENCE South 00°05'55" West, along the said property line and said lot line, at 12.81 feet passing the southwest lot corner of said Lot 20, continuing along the said east property line and along the west lot line of Lot 21, of said Crestridge Addition, for a total distance of 20.00 feet; THENCE departing said property line, said lot lines, and over and across said Total E&P tract, the following courses and distances: North 88050'04" west,137.02 feet; North 00105'55" Bast, at 3.76 feet passing the southeast easement corner of an existing 15 feet sanitary sewer easement conveyed to the City of Fort Worth by deed as recorded Instrument No. D205319809, Deed Records, Tarrant County, Texas, continuing along the east easement line of the said sanitary sewer easement, for a total distance of 20.00 feet, from which a 112 inch iron rod with cap stamped "CSr found at the northeast lot corner of Lot 12, Block 6, of Meadow Lakes, being an Addition to the City of Fort Worth, Texas, according to the plat thereof filed for record in Cabinet A, Slide 10904, P.R.T.CT, boars, North 17°00'44" West, 50.98 feet; . South 88*5904" Bast, departing said easement line and over and across said Total B&P tract, 137.02 to the POINT OF BEGINNING. The hereinabove described tract of land contains a computed area of 0.0629 acres (2,740 square feet) of land more or less. The basis of bearings for this survey is NAD83 Texas North Central Zone (4202). All distances shown are ground. *SURVBYORS CERTIFICATE* I do hereby certify that the above legal description was prepared frompublic records and from an actual and accurate survey upon the ground and that same is true and correct.` Surveyors Name: Eric S. Spooner Registered Professional Land Surveyor, Texas No. 5922 Spooner and Associates, Inc. Texas Board of Professional Land Surveying No. 10054900 Surveyed on the ground July-2017 CASINO BEACH WATER AND SBWBR, PHASB4 W% 7 TOTAL B&P USA BARNETT, LLC - PARCEL 3A - P.S.S.E, - EXHIBIT A - PAGEProP 2 SPOONER ANu AesociAns, [NO, 009 BYERS STREET, N100, EULEBS, TExA$ 76039 - PH. 817•BB6.8448 -LSPOONEROBPOONER8uRVEYORB.coM-8RA 412-023•e _ I ■u . ■ u ■■ 1■ i mill ■11■1 l I �I OF h ll, tk"A�a�7a I a e LOT 11, BLOCK 6 SEEATTACafEDMETES8f30UNDS LOT23 SLOCaK'-4 MEAWW L AKES i E ti HOMELkVDS WAY � � � DESCRIPTION CVV PAGE i HEREIN ®��3 i ° c°—e ° ■ A sua IOX i o g lso�w�rtr-o�WA� o z I I i l P RT.C.Ir � � G98. A, SLD i0904, � -+ CAB. r4, & D. 10904, _ _ — J I © PRT.0 T. O i _. ——PRT.C_T. - u _.,� L------------- --- — --- O LOTLIh'E-� I .a 1/2" 1RONROI� 1 W/CAP STAfi?AED W IRON ROD rW/ CAP i "CSP'FOLIND �- ! STAri91'ETi'vnRJ"FO ZIM LINE TABLE � Z LINE BEARING DISTANCE Li S O5,55 W 20.00p i i! 1 LOT 12, AEADOwa s I .. �� L2 M00*05" � 20 00• �, 0 10 20 4 1 0�o Crag. A, &W. 10904, I o. I -4 C 5 P.RT C.T, z GRAPHIC SCALE 1� � PROPERTY--- ➢�➢ FEt= C POINT OF LWE I ,��O�AiA�I1A�O PROPERTr WE— S �9$°�'Rm' 937.03° N.• 6,964 M-09 E 2,W ,72561 - I EEC WSW. SEW. ESAWT. � � si m I � !iAo 83, M. NO. D205319WR, ri�9T 12 84'' TWCZ - 4202) 1 PERMANENTsANfrARYsEwER.EAsEmEivT I N 86°5011,if'' W 137.027 h v u a �.CALLED39.1,2,4Cd�S .� a J:1 —1 r' SURVEYOR'S NOTE: �`'�Y�•P / TOTAL E 'P USA BAETT, LLC go THE BASIS OF BEARINGS FOR THIS SURVEY IS THE ° Fo�' / DESCRIBED �15 "li��" ° l 4 Q TEXAS STATE PLANE NAD83 NORTH CENTRAL ZONE A ' s �p ° U 1 (4202). ALL DISTANCES SHOWN ARE GROUND. '��'�r INS. A1C3 D2162665M, SURVEYED ON THE GR011ND JUE.Y 2017 p T PERMANENT SAnT.R.Y SEWER EASEN= NftKM dl CASINO REACH PHASE 4 ssomTs CITY OF FORT WORITL TARRA.NT` COUNTY, TEXAS i �r o�,�,�;�:.�►�;� PROPERTY: TOTAL W USA SAR 40T, TLC. INS. NO. D218M%B. O.P.R.T.C.T. SW BYERS STREET. SUITE 100, EdLEW, 7>= W 7W-"a LOC✓~-ROMCf1Y0FFORT WOIUH.TMR&WCOUNTY ,TO" (81-nW 4-W8 WV41W.WOOMERSURVEYOFMCOM SSA JOS NO.: 12-023-6 DRA1Ml+! 8Y: J." TBPLS Fow Na 100549m DATE: 01226=6 BY: E.SS SM JOB. W-' 1241W�NO SF.ACi PARCEL SA TOTAL W PSSE4M € PAiRCQ. 3A - P.S.S.F. - PAGE 3 OF 3 � CPN 01829, Jenkins Heights Lift Station Abandonment. Parcel ## 3A TCE 6801 St, Hatch Rd. N B Breeding Survey, Abstract 189 Tract 2F CITY OF FORT WORTH. TEMPORARY CONSTRUCTION EASEMENT. DATE: tgwC eyn6a 2.o, 2-01$ GRANTOR: Total E&P USA Barnett, LLC GRANTOR'S MAILING ADDRESS (Including County): PO BOX 17180 Fort Worth, TX 76102 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (Including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being more particularly described In the attached Exhibits "A" Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, in accordance with the legal description hereto attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as shown on Exhibit "B". It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of constructing a sewer line. Upon the earlier to occur of (a) the completion of improvements and its acceptance by Grantee or (b) the one-year anniversary of the date hereof, all rights granted within the described Temporary Construction Easement shall cease and this Temporary Construction Easement shall automatically expire. Grantee shall be obligated to restore the surface of the Easement Property at Grantee's sole cost and expense, including the restoration of any fences, sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Property which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. TO HAVE AND TO HOLD the above described Easement Property, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] GRANTOR: Total E&P USA Barnett, LLC a Delaware limited Liability Company Dave bold, Presiee--rnt & CEO GRANTEE: City of Fort Worth By (Signature): (PrintName)g -7. Title' APPROVED AS Q)FORM AND LEGA TY (Signature) t ' imics 4gsvang, f i"t City Attmay (Print Name) , Title ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersig thprity N tary Public in and for the State of Texas, on this day personally appeared (_I , known to me to be the same person whose name is subscribed *toheforegoing instrument, and acknowledged to me that the same was the act of Total E&P USA Barnett, LLC and that he/she executed the same as the act of said Total E&P USA Barnett, LLC for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this A/O,_._ day of �V�JL 2011, �tillt Irll �_- -1 ROBERT K, STRAWSER , 'sNotary Publit State of Texas COMM. Expiree 12-14-2021 0 fit% Notbry ID 126669701 Notary Public in and for the/State of Texas I ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Na ary Public in and for the State of Texas, on his da personally appeared uqti A _ , S`Q rt of the City of Fort Worth, known to me td be fhe same person whose name is subscribed o the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL_ OF OFFICE this day of 20 . ', It ary Public ir- nd(or)RSVtatfeL l ex as ` t. �` MARIA S. SANCHEZ •' My Notary ID # 2256490 Expires December 19, 2021 PARCEL 3A EXHEBIT "A" TEMEORARY CONSTRUCTION EASEMENT BEING a 0.0315 acre tract of land located in the NB Breeding Survey, Abstract No. 189, City of Fort Worth, Tarrant County, Texas, said 0.0315 acre tract being a portion of a called 39.12 acre tract of land identified as "MUT' and being conveyed to TOTAL E&P USA BARNETT, LLC, by deed thereof filed for record in Tarrant County Clerk's Instrument No, D216266568, Official Public Records, Tarrant County, Texas, said 0.0315 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a point on the east property line of the said Total B&P tract, same being the west lot line of Lot 20, Block 10, Crestridge Addition, being an Addition to the City of Fort Worth, Texas, according to the plat thereof filed for record in Volume 388-190, Page 20, Plat Records, Tarrant County, Texas (P.R.T.0 T.), from said beginning point, the most easterly northeast property corner of the said Total E&P tract bears, North 00005'55" East, 41.05 feet, said beginning also point having a NAD 83 Texas North Central Zone (4202) coordinate of N. 6,984,798.09 and E. 2,296,725.63; THENCE South 00"05'55" West, along said property line and said lot line,10.00 feet; THENCE departing said property line, said lot line, and over and across said Total B&P tract, the following courses and distances: North 88"50104" West, 137.02 feet to the east easement line of an existing 15 feet sanitary sewer easement conveyed to the City of Fort Worth by deed as recorded in Instrument No. D205319809, Deed Records, Tarrant County, Texas, North 00°05'55" East, along the said easement fine, 10.00 feet; from. which a 1/2 inch iron rod with cap stamped "Car, found at the northeast lot corner of Lot 12, Block 6, of Meadow Lakes, being an Addition to the City of Fort Worth, Texas, according to the plat thereof tiled for record in Cabinet A, Slide 10904, P.R,T.C.T. bears, North 21°0432" West, 41.53 feet; South 88"5904" East, departing said easement line and over an across said E&P tract, 137.02 feet to the POINT OF BEGINNING. The hereinabove described tract of land contains a computed area of 0.0315 acres (1,370 square feet) of land more or less. The basis of bearings for this survey is NAD83 Texas North Central Zone (4202). All distances shown are ground, *SURVEYORS CERTIFICATE* I do hereby certify that the above legal description was prepared from public records and from an actual and accurate survey upon the ground and that same is true and correct,. Surveyors Name: Eric S. Spooner Registered Professional Land Surveyor, Texas No. 5922 Spooner and Associates, Inc, Texas Board of Professional Land Surveying No.10054900 Surveyed on the ground July-2017 CASINO BEACH WATER AND S$W9R, PHASB4OW3V cT TOTAL E&P USA BARNETT, LLC -PARCEL 3A - T,C.E, - Exmrr A PAGE SpooNER mo A99oolATE9, INo, 009 BYER9 STREET, 9100, EULE99, TEXAS 78A39.PH, a17•BB8.9448—Eapcmffno8poougFiatinvEYORE,coM— B&A N12-023•o — -- ��sr ifB ffLorisaLvc�c6 � OF A 'HOMELANDS WAY � I DESCPSEEAITACHID METESON PAGE & HEREIN R "8�lLAXES OUNW 1P AD+af�1_A10Ea w SD'RIGHT-0E-NYA I D SCRIPT)ONONPAGF 1 fiFIfEIN Q p O GAB. A, SI,D_ 10904, p Z � � O Z I GAB A, SM. 1O9Q4, I � PAT.C.T GAB. A SLD. 10904, � ' I P.PZ%C.T.ca a T.CT. p I j o; im ° PAa L__-___----_---T---------- I �v LOTUNE- N .i 1211ROM ROD — W1 CAP SMg:�M I 112'IRONROD W1C4P L'. NE TABLE 'CSI'FOUND V • STAMPED ICSPFOUND a _a f .. 0 10' 20' Lf S00605,55ow 10 00° '; I C � o ti LET f V3LO� s �I GRAFHGCSCALE o I 00, PAT.G7: t S 8fr5g 4- E 137.02' I�OINQ?F err,arm'�e��eesa�sa�e��se.,®,e�ua�r�s.ks�r�ro�+�ae�soosn�w. PROPERTY--� �1 1�, �i�i�+F�L� '�'� aid' .°��r'�%a ��'�i�� , B1Qr�'sIMMING uNE 0.0215 ACRES �1,276 SCL FT) Iv averse oq �ca J.®r�m 8e��a�ire�sd.�e��. s�� I E:2,295,763 1V 8°5�' � [AEI 92'l.�2° {NAD83, SC , NO. SFW. ESVM, PROPOSED2O'PERMAABVT j TN.C.Z -44 vv� No_ m� 7aea9 I SANITARY SEWER EASEMENT 1 1 n1Zr.Cr, E SYSEPARA7EINSTRUMSVF j f No mom" iasCAL.LEO 39 92ACRES PROPE74TY-- � �I � e z su�rOR'S NOTE 'L-�,� �� TOTAL E&P USA. BARNM L LC "'VE 2 3 o rH� sAsts OF sr Nis Boas SURVEY is THE � o y- ®E �R/S� �S "fvf �S2" g aC .V f (4202)_ ALL DISTANCES SHOWN ARE GROUND.TEXAS STATE PLANE NAD83 NORTH NE q� ht 'r� / INS. NO. D216266568, SURVEYED ON THE GROUND JULY ZIM7 -�� '�' of O_PAT.C.T. HL.A� ' 1PARC 3- - - — - - TEWORARY CONSMUC 10N EAS04M SPWNER&O T�.,. CASINO BEACH PHASIE 416 M .. _ CITY CIF' FORT WORT1, TARRANT COU TTY, TFXAS ,�s ��ati�I EWo sPOONER PROPERTY: TOTAL ERP USA SARNM. LLC. IM NO. D216760M. O.PRT.G.T. 3W BYERS S7 REPT, SUrM IM EULESS, TOCAS 76039 LOCATION: CRY OF FORT WOM, TARRANF COUMY, TEAS (8M 6853W WWW .ODA6 ,�• s �` MA JOB NO- 12-0235 f DRAWN BY. J." TSPL^S FIRM NO 10CE49M DATE: 02rMM18 I CHECKED BY. Elss^ SSA JOB. NO_ 12-023-M W-CASINO BEACH -PARCEL 3A TOTAL E&P TCE-d" PARCEL SA - T G F— PA E 2 'IMF 2 CPN 01829, Jenkins Heights Lift Station Abandonment Parcel # 3B PSE 6704 Hatch Rd. N B Breeding Survey, Abstract 189 Tract 2G1A, 2G6A & 2G6A2 STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH SEWER FACILITY EASEIIIif_,NT DATE: SC ++ 6e,r 20l 2019 GRANTOR: Total E&P USA Barnett, LLC GRANTOR'S MAILING ADDRESS (Including County); PO BOX 17180 Fort Worth, TX 76102 GRANTEE: CITY OF FORT WORTH 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being more particularly described in the attached Exhibits "A" Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (11) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any fences, sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Subchapter E of the Texas Property Code, as amended, the owner or the owner's heirs, successors, or assigns may be entitled before the loth anniversary of the date of this acquisition to repurchase or request certain information about the use and any actual progress made toward the use for which the property was acquired through eminent domain, and the repurchase price will be the price the city pays you in this acquisition. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] GRANTOR: Total E&P USA Barnett, LLC a Delaware Limited Liability Compan Dave Le Id, Presid & 0 THE STATE OF TEXAS § COUNTY OF TARRANT § GRANTEE: City of Fort Worth B S i ature : (Print Name) Title APPROVED AS T FOM AID-- EGALITY� (Signature) ionica g is Ck)fA may (Print Name) , Title ACKNOWLEDGMENT BEFORE ME, the enders v Sd#horit , Notary Public in and for the State of Texas, on this day personally appeared`�J , known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of Total E&P USA Barnett, LLC and that he/she executed the same as the act of said Total E&P USA Barnett, LLC the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this /ll day of 20L r �A1%'YA" ROBERT K. STRAWSEK �r? •+ �allotary Public, State of Texas ' ti COMM. Expires 12.14-2021 Kotary Public in and for the State of Texas . MARIA S. SANCHEZ '•: i My Noiny ID # 2256490 Expires December 19, 2021 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Yotary Pu4fic in and for the State of Texas, on his d AmaCof rsonally appeared it — the City of Fort Worth, known to A to be the same person whose name is sIbscribo the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this to cr�L CA-,) ,, I � or 11 A Notry Public in and or the tate of Tex s -day of PARCEL 3B EXHIBIT "A" PERMANENT SAINTARY SEWER EASEMENT BRING a 0.4142 acre tract of land located in the NB Breeding Survey, Abstract No. 189, City of Fort Worth, Tarrant County, Texas, said 0.4142 acre tract being a portion of a. called 39.12 acre tract of land identified as "M182" and being conveyed to TOTAL E&P USA BARNETT, LLC, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D216266568, Official Public Records, Tarrant County, Texas (O.P.R.T.C,T.), said 0.4142 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a point on the north property line of the said Total E&P tract, same being a south right-of-way line of Roxanne Way, being a 56 foot public right-of-way, being conveyed by Meadow Lanes, being an Addition to the City of Fort Worth, Texas, according to the plat thereof filed for record in Cabinet A, Slide 10904, Plat Records, Tarrant County, Texas, from said beginning point, the most northerly northeast property corner of the said Total E&P tract bears, South 6712T04" East, 108.18 feet, said beginning point being the beginning the of a curve to the left having a radius of 294.49 fleet, said beginning point having a NAD 83 Texas North Central Zone (4202) coordinate of N. 6,986,067.23 and E: 2,296,374.56; THENCE departing said property line, said right-of-way line, and over and across said Total E&P tract, the following courses and distances: In a southwesterly direction, along the said curve to the left, an are length of 123.45 feet, and across a chord which bears South 11*5843" West, a chord length of 122.54 feet; South 00°01'49" Bast, 990.97 feet to the beginning of a curve to the right having a radius of 255.00 feet; In a southwesterly direction, along the said curve to the right, an are length of S7.07 feet, and across a chord which bears South 09°45'05" West, a chord length of 86.64 feet to the north easement line of an existing sanitary sewer easement conveyed to the City of Fort Worth by deed recorded in Instrument No. D205319807, O.P.R.T.C.T., from said point, a 519 inch capped iron rod found at the most westerly northwest lot corner of Lot 12, Block 6, of said Meadow Lakes bears, South 79°2529" East, 20.35; THENCE along said easement line, and continuing over and across said Total E&P tract, the following courses and distances: North 71.1915" West,15.00 feet to the beginning of a curve to the left having a radius of 240.00 feet; In a northeasterly direction, along the said curve to the left, an arc length of 82.13 feet, and across a chord which bears North 09°46'24" Bast, a chord length of 81.73 feet; North 00°01'49" West, 990.87 feet to the beginning of a curve to the right having a radius of 309.49 feet; In a northeasterly direction, along the said curve to the right, an arc length of 131.27 feet, and across a chord which bears North 12°07'17" East, a chord length of 130.29 feet to a point on the said north property line of the Total E&P tract, same being the said south right-of-way line of Roxanne Way, said point being at the beginning the of a curve to the left having a radius of 488.80 feet; THENCE along said property line, along said right-of-way line, in a southeasterly direction along the said curve to the left, an arc length of 15.08 feet, and across a chord which boars South 60°08'52" East, a chord length of 15.08 feet to the POINT OF BEGINNING. The hereinabove described tract of land contains a computed area of 0.4142 acres (18,042 square feet) of land more or less. CASINO BEACH WATER AND SEWER, rmsa4 TOTAL E&P USA BARNETT, LLC k PARM , 3B w P.S.&B. - ExHmrr A - PAGB 1 OF 3 $Doom ma A8a(icims, W, 30 BYRRB STiiEET, #100, Ewes, iLxM 76039 ^ QH. ei 7-086.844E -- EBPOONEp@BPOONERSUFIVEYOR9.00M- 8&A #12.623•0 The basis of bearings for this survey is NAD83 Texas North Central Zoo (4202). All distances shown are ground. *SURVEYORS CERTIFICAM' I do hereby certify that the above legal description was prepared from public records and from an actual and accurate survey upon the ground and that same is true and correct. Surveyors Name: Eric S.'Spooner Registered Professional Land Surveyor, Texas No. 5922 Spooner and Associates, Inc. Texas Board of Professional Land Surveying No. 10054900 Surveyed on the ground July 201'J OF *Mf .; �r 4 fio :� .. rRIC sPooHr=tt .. #....,•....... 0... .. ,} ... 922 CASINO BEACH WATER AND SEWER, PHASE 4 TOTAL E&P USA BARNETT, LLC - PARCEL 3B - P.S.S.B. - Exumrr A - PAGE 2 OF 3 SPOONER ANDAssocaATEB, INO, 009 BYPRB STREET. M100, EMS%TEXAS 76039 — Pm 837-685.044B--EBPOONFR®sPooNERsuavaYORs.coM—B&A 912.028•0 CURVE TABLE MAP OF EXHIBIT "'A„ -- - . SFEATTACNED METES 5 BOUNDS CURVE# RADIUS LENGTH CH BEARING CH LENGTH DESCRIPTION ONPAM=8142HEREIN �� ©� N.6,986,087.29 C9 294.49' 123.45" S11"58'43"W 122.54'Ar" E.•2,29B,374.U6 'p, LOTA BEQIAWIiNG (NAD 83, C2 266.00' 87.07' S09045'080W 86.64' &LOCKS TN. CZ -42W) C3 240.00' 82.13' W09°46'24"E 81.73' �'pt- 3 67° 23' 04" E - C4 309,49' 131.27' W92°07'17"E 130.29' CS 108.18' co 488.80' 18.08' S60°08'52"E 0.081 �'�� --ROXANNE WAY .......... - — - j I LOr, (58'RIGHT-GF-WAY) SURVEYOR'S NOTE: { I CAB, . .. 109r74, TEXAS STATE PLANE NAID83 NORTH CENTRALTHE BASIS OF BEARINGS FORTHIS SURVEYZO �7HE� y° J i I L07'2 P.RT.C.T. (4282). ALL DISTANCES SHOWN ARE GROUND, ��Q I B I Lora SURVEYED ON THE GROUND JULY 2017 LOT4 V) I11 I LOTS s,:� BENNI 0. BOONF PROPE7Y--� I � � I LOTS A ELVIE H. BOONE LINE LOT?' VOL. 4591, PG 52, D.R.T.C.T r I LOTS _ � PROPERTY---,,LO O, LINE I L. EX. VARIABLE MOM � � � � Lor i0 H PERMAN WESMr. i ] 0 100' 200' CALLED 39.12 ACRES INA NO. D.211172260, - aPttrcr. TOTAL E&P � 411; Lori GRAPHIC SCALE USA SA1?r ETi; LLC EJICK'IS1T w �Lore IN "FE2 �� DESCRIBED AS 'M192" PER AMENT SANffARY � INS NO. D216266668, SEWER E4SEMENT �,, 1 Lars O.P!R T.C.T. 0.41�42 ACRES (18,042 S.F.)— -i V. � LOT4 ,.I•' •� ••''• 1 LOTS ,• ••�� ! EX.&AA(SEW.ESW III r �511 INS. NO, D214202064, Lora I G3 aAR.LC.T II m d LOT 7 S78.26'28"e EX. SAM SEW. ESMT. 1 111 �20.35 INS. NO. D206819B07,-t �— Lora / �•�., aR&TC,T. 1 LOT9 'r 5 LOT 10 � IVTi°10'98"W r Z4� • LOT 11 MOO,10 � J- EX.. SAN. SEW. ESMT. INS. NO. M0019BOT PARCEL 3B ... , , . p n+r, PERMANENT SANITARY SEWER BASEMENT PWNER, CASINO BEACH PHASE 4 61!SSMATi CITY OF FORT WORTH, o R4WflRA®FROFf76ioNIVLLWOLUIIYFYOfZf �! � 1+1•unfla • TARRANT COUNTY, TEXAS`•'''�'�"'•�t`:'-•1,.•�� i! HNlNe+6! n!H•!!e ,• PROPERTY. TOTAL L6P USA BARNETT, LLC 309 BYERS STREET, SUITE 100, EULE88, TEXAS 79039 LOCATION:CITYOFFORTWORTH,TWS (817)666-WO WWW.SPDONERSURVEYORS.COM ACAS] F)LE} 11.0424-PARCEL SB.DWO TBPLS FIRM NO.10054000 bAy&' a nO.; i2•uta•a Inumnecn AV.' C P 0 I PARCEL 3S - P.S.S.E. ^- PAGE 3 OF 3 nA•1'C. Ab/9a Nn.o GPN 01829, Jenkins heights lift Station Abandonment Parcel # 313 TCE 6704 hatch Rd. N U Breeding Survey, Abstract 189 Tract 2G1A, 2G5A & 2GSA2 CITY OF FORT WORTH TEMPORARY CONSTRUCTI.OlV EASEMENT DATE: Sef1t4jq6e 26124DIff GRANTOR: Total E&P USA Barnett, LLC GRANTOR'S MAILING ADDRESS (Including County): Pia BOX 17180 Fort Worth, TX 76102 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (Including County): 200 TEXAS STREET FORT !NORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which Is hereby acknowledged. PROPERTY: Being more particularly described in the attached Exhibits "A" Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, in accordance with the legal description hereto attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as shown on Map of Exhibit "A." It is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of constructing a sewer lime. Upon the earlier to occur of (a) the completion of improvements and its acceptance by Grantee, or (b) the one-year anniversary of the date hereof, all rights granted within the described Temporary Construction Easement shall cease and this Temporary Construction Easement shall automatically expire. Grantee shall be obligated to restore the surface of the Easement Property at Grantee's sole cost and expense, including the restoration of any fences, sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Property which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. TO HAVE AND TO HOLD the above described Easement Property, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance.by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] GRANTOR: Total E&P USA Barnett, LLC a Delaware Limited Liability Compa Dave Le d, Presid & O GRANTEE: City of Fort Worth By (Signature):��✓ L (Print Name) mo. T ., Title Acpm APPROVED AST RM AND LEGALIT (Signature) f ! j l� Sal mfiq, An nt sty' AUOMSY (Print Name) , Title ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the under ' s+, Notary Public in and for the State of Texas, on this day personally appeared tllu r , known to me to be the same person whose name is subscribed to thoing instrument, and acknowledged to me that the same was the act of Total E&P USA Barnett, LLC and that helshe executed the same as the act of said Total E&P USA Barnett, LLC for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this � 0 day of -&P WUL— , 20ff �Tr(�lq ROBERI' K. STRAWSER i ,%Notary Public, State Texas t Jt Comm. Expires 12-14-2021 V Notary 10 f26669701 otary Public in and for the State of Texas ACKNOWLEDGEMENT. STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a otary Public inand for the State of Texas, on is a ,t personally appeared � A �� l - of the City of Fart orth, known to me o be the same person 'whose name is su scribed�e foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of 2071. Not ry Public in rid for qthetlate of Teas x ; MARIA S. SANCHEZ l/ :•; } •= M Y Notary id # 2255494 ■■?__4��'•rF•oF �+',Expires Uecombor 19, 2021 PARCEL 3B EXHIBIT "A" TEMPORARY CONSTRUCTION EASEMENT BEING a 0.5763 acre tract of land located In the NB Breeding Survey, Abstract No. 189, City of Fort Worth, Tarrant County, Texas, said 0.5763 acre tract being a portion of a called 39.12 acre tract of land identified as "M182" and being conveyed to TOTAL E&P USA BARNETT, UC, by deed thereof filed for record in Tarrant County Clerk's Instrument No. D216266568, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.), said 0.5763 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a point on the north property line of the said Total E&P tract, same being a south right-of-way line of Roxanne Way, being a 56 foot public right-of-way conveyed by Meadow Lakes, being an Addition to the City of Fort Worth, Texas, according to the plat thereof filed for record in Cabinet A, Slide 10904, Plat Records, Tarrant County, Texas, said beginning point being at the northwest easement corner of an existing sanitary sewer easement conveyed to City of Fart Worth by deed as recorded in Instrument No. D205319807, O.P.R.T.C.T., from said beginning point, the most northerly northeast property corner of the said Total B&P tract bears, South 65036'53" Bast, 138.13 feet, said beginning point being at the beginning the of a curve to the left having a radius of 324.49 feet, said beginning point also having a NAD 83 Texas North Central Zone (4202) coordinate of N 6,986,082.66 and B: 2,296,348.62; THENCE departing said property line, said right-of-way line, along the west easement line of the said City of Fort Worth easement, and over and across said Total B&P tract, the following courses and. distances: In a southwesterly direction, along the said curve to the left, an arc length of 139.57 feet, and across a chord which bears South 12*17131" West, a chord length of 138.50 feet; South 00001149" East, 375,26 feet to the north easement Iine of an existing variable width permanent easement & right-of-way conveyed to Texas Midstream Gas Services, LLC by dead as recorded in Instrument No. D211172260, O.P.R.T.C.T.; THENCE North 8905357" West, along the said north easement line, 15.00 feet to an inner ell corner of an existing sanitary sewer easement conveyed to the City of Fort Worth by deed as recorded in Instrument No. D214202054, OY.R T.C.T.; THENCE along the west easement line of the said sanitary sewer easement (D214202054), and continuing over and across the said Total 13&P tract the following courses and distances: South 00°01'49" East, 009.46 feet; South 44058'11" West,12.20 feet; South 00°01'49" Bast, 97.92 feet to a point on the northwest easement line of the said existing sanitary sewer easement (D205319807), from which a 5/8 Inch capped iron rod found at the most westerly northwest lot corner of Lot 12,13lock 6, of said Meadow Lakes bears, North 79"10'15" Bast, 59.97 feet, said point also being at the beginning the of a curve to the right having a radius of 225.00 feet; THENCE in a southwesterly direction, along the said northwest easement line and along the said curve to the right, an arc length of 37.81 feet, and across a chord which bears South 31"1631" West, a chord length of 37.76 feet to the southwest easement corner of the said sanitary sewer easement (D205319807), from said easement corner, a 518 Inch capped iron rod found at the southwest lot corner of said Lot 12 bears, South 741091231, Bast, r 52.64 feet; CASINO HBACH WATRR AND SHWER, PHASE 4 TOTAL B&P USA BARNETT, LLC - PARcHL 3B - T.C.B. - ExwBiT A - PA(m 1 pP 3 SPOONER AND ASSOCIATES, [No, 349 BYERS STREET, MOD, EULESS, TEXAS 7$039 -P►1. 817.688.8448- ESPOOHER*ePOONERSURVEYORS.00M-8&A 1112.023.8 THENCE departing said easement lines, and over and across said Total E&P tract, the following courses and distances: North 0000949" West,138.54 feet; North 45°00'00" East,12.11 feet; North 00001'26" West, 601.22 feet to the said north casement line of the existing variable width Permanent easement & right-of-way (D211172260), same being a south easement tine of the said existing sanitary sower easement (D214202054); South 89°53`57" East, along said easement lines, 14.93 feet; North 00*01'49" West, departing said easement lines, 375.22 feet to the beginning of a curve to the right having a radius of 3444.48 feet; In a -northeasterly direction, along the said curve to the right, on arc length of 151.37 feet, and across a chord which bears North 12°3328" Bast, a chord length of 150.15 feet to the said north property line of the Total R&P tract, same being the said south right-of-way litre of Roxanne Way and further being at the beginning the of a curve to the left having a radius of 488.80 feet; THENCE along said property line, along said right-of-way line, in a southeasterly direction, and along the said curve to the left, an arc length of 20.24 feet, and across a chord which bears South 56'18121" East, a chord length of 20.24 feet to the POINT OF BEGINNING. The hereinabove described tract of land contains a computed area of 0.5763 acres (25,103 square feet) of land more or less. The basis of bearings for this survey is NAD83 Texas North Central ZDne (4202). All distances shown are ground. *SURVEYORS CERTI ICATB* I do hereby certify that the above legal description was prepared from public records and from, an actual and accurate survey upon the ground and that same is true and correct. Surveyors Name: Eric S. Spooner Registered Professional Land Surveyor, Texas No. 5922 Spooner and Associates, Inc. V, Texas Board 6f Professional Land Surveying No, 10054900 Surveyed on the ground July-2011 ....%..................'.... ERIC SPLlt NER ................4........ L.... CASINO BEACH WATER AND SEWER, PIMB 4 TOTAL B&P USA BARNEW, LLC » PARCBL 3B — T.C.E. — ExHmrr A - PAGE 2 OF 3 3POON@R mo AssoclATEB,1No, sob BYne STREET, N100. EULEBB, TEXAS 7603$ — PH, 917.$B"448—EBPDONEROaPOONEABURVEY0RS,cOM— 84A ill2.029.8 0 0 CUM TABLE - CURVfE # RADIUS LENGTH CH EEARING CH LENGTH G1 324.49' 130,57' S12'171M 130,60' C2 225.00' 37.81' 831 °16'31 "W 37.70' - C3 344.48, 151.37' C4 - 488.80' 20,24' LINE TABLE - LINE # DIRIECTIOM LENGTH L1 N89'83'87"W 16.00' L2 S00'01'49"E 60946' L3 34,M 91"W 12.20' - L4 800'01'49"E 97.92' L$ A100009%49"IM 13&84' L8 N46•00'006E 42.11' 0 N000011M6"W 80122' L8 589°63'67�R 14.93' N12033'28"R 150.16, 88801824"R 20.24'- MAP OF EXHIBIT "A •• SEEAi7ACHED MEiFS& POUNDB IV- DDESCRIPTION ONPAM 1 A 2HEREIN -yam LOT2, ,I ojNrOF N.'6,986,082.65 E•(NAD !yam BLOCKS BE�'IilsR INO 83, T.N.C.Z -4202) C491 S 65" 35' 63" E SURVEYOR'S NOTE, THE BASIS is �� rx�s siA��R� 1 ROXANNE WAY NAD83 NORTH CENTRAL ZONE (4202). fill I LOT1 CAB. .4aSLb 10904,) ALL DISTANCES SHOWN ARE GROUND. fill I P.R.TG7: SURVEYED ON THE GROUND JULY 2017 I I A. - - M, I R I LOr3 t� TRACT 2 PROPERTY-- @- I ti BENNIE &. NOONE LINE .114 LOr4 & ELVIE f . ITOORIE � [ 1 I q to VOL, 4591, PG.62, 1 1 I LOT G D.R.TC T, . EX. SAN. SEW ESNs 1 LOT6 INS, NO, RL MT ed 0 1 LOT7 , n.Pr� rcr. 1 � le PRoPERTYLINE� # L� x 11 I LOT8 �J CALLED 39.12 ACRES I _1. �9 Lors T®TAL ►�'&P' USA BARN "TT, L.L,C I ��x vmAl�x,r: WDW 11 I i «LOT 10 aESCR1BEDAS'9982" PERMWENTRSMT. H INS. ND. AR.aw. 111 INS M. D216266668, 17 P.R.T,C.T. DMI722BD, III I � 1 0 100' 200' PROPOSED 20'PERMANENT U n.Parcr. % LOP 1 SANITARY SEWER EASEMENT sr rr RYSEPARATEINSTRUMENT EXH18/T A' — rEMPOR41TY 1 q LOT2 GRAPHIC SCALE > X. SAN. SEW BSMr. coms �ucnoN E.�s�fB�ER�T� I I � � � LOra IN FEET / S NO. M420204 ' 1 1 •' • a.57'63 ACRES 26103 S,F. p l" 200' P.P.R.TaT 1 •••. , 11 , W 1� ( ""CAPPED `r11� . � LOrLor4 � IRON ROD EX. BAN. SEW, ESMT. �. 6 FOUND Ma NO. P21420205,i q m 14 '..T�o,i6„g97�''" o.�R.rc.r. �I LOTe Iq . Q • �• EX. SRN. BEW. ESMr 1 # M. NO. D20531980r- P.1�R.T.ar. 11 LOT8 .� O f X. 8AN SEW. ESIOT. 1 INS. N0.02A591980T, �� IB�� I I Lors oP.R.xC.T. g M $, I Lor1D ,...:. 41 '. Mm CAPPED IRO If 44 LOTH ~ ' , •'' fjo OPPEN � $�� LOT 12 ROD FOUND � ,.9u n� �� _ •' ` • • ` A1os[EX. SRN. 8EW. ESMT. _ ' • • • • • • iNS. NO. D205319807 PARCEL 3B TEMPORARY CONSTRUCTCON EASEM WT - `SPOONER �, 9 F CASINO BEACH PHASE 4IAMOC'�"° ��',CR�so� CITY OF FORT WORTH, BLAND ...�....•• .......�..„ TARRANT COUNTY TEXAS • + :�s*a.�m� s�:Y:�:�ra�.�aia,.igaii ERIC SPOONIER PROPERTY: TOTAL E&P USA BARNETT, LLO — 309 MRS STREET, SUITE 100, EULESS, TEXAS 70039 s'o 2x v LOCATION. CITY OF FORT WORTH, TEXAS (817)886.8448 WWWSPOONERSURVEYORS.COM ,A +•® ACAD FILE., ii•042.3, _PARCEL SB.DWO TOM FIRM NO.10064900 • y DAM, 6 it u y�l CHECKe0 BY►. E. PARCEL, 3B - T.C.E. PAGE 3 OF 3 DAT✓r: 02!28/20i8 1CilECKEp9Y: E.S.S. � i C CPN 01829, Jenkins Heights lift Station Abandonment Parcel # 4 TCE 4420 Boat Club Rd. Jinkens heights Addition, Block 1 Lot 2 !PITY OF FORT TEMP®RAR COWFTRUMO TASEMENT DATE: GRANTOR: Alan R. LeQuey and Sharon R. L,aQuey GRANTOR'S MAILING ADDRESS (including County): 8609 Greentres Ct. Fort. Worth, TX 76179 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (Including County): 200 TEXAS STREET FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the recelpt and sufficiency of which is hereby acknowledged, PROPERTY: Being more particularly described in the attached Exhibit "A" Grantor, for the consideration paid to Grantor, hereby grant, bargain and convey unto Grantee, its successors and assigns, the use and passage in, over, and across, below and along the Easement Property situated in Tarrant County, Texas, in accordance with the legal description hereto attached as Exhibit "A", and ingress and egress over Grantor's property to the easement as shown on Exhibit "E". It Is further agreed and understood that Grantee will be permitted the use of said Easement Property for the purpose of constructing a sewer Une. Upon completion of Improvements and its acceptance by Grantee, all rights granted within the described Temporary Construction Easement shall cease on December 31, 2019. TO HAVE AND TO HOLD the above described Easement Property, together with, all and singular, the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns until the completion of construction and acceptance by Grantee. Grantor hereby bind themselves, their heirs, successors, and assigns, to warrant and defend, all and singular, said easement unto Grantee, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. [SIGNATURES APPEAR ON THE FOLLOWING PAGE) GRANTOR: Alan R. LaQuey v U GRANTEE: City of Fort (Print APPROVED AS (Signature) (Print Namilaa Sht ron R. LaQuey ACKNOWLA®OEMEN9 STATE OF TEXAS § COUNTY OF 7 3RANT § BEFORE M the undersigne this day personally ap aredA LL person whose name i scri ed to same was the act of Ll as the act of said Grit consideration t=MY GIVEN 2aI<V AND LEGALITY CKYMBY authority Notary ub is in and for t e of Texas, on Myl wn to me to be the same fore oing inst , r1 acknowledged tome that the ► and that he/she executed the same Mina r �/ for the purposes and the capacity therelA stat ad. SEAL OF OF1=1Cia this 3 1/ day of } SCELBY MORALES r ° ; 1 Notar , Public, State of Texas .-W Cam n. Expires 10 09-2021 4irF�pQi�`` i Y 1 Nctary ID 13128034-4 Notary Public in an i for the State of Texas ACKNOWLEDGEMENT SPATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the under i ned authority, a Notary Public in and for the State of Texas, on this day personally appeared known to me to be the same person whose name is subscribed to the foregoin instrument, and acknowledged to me that the same was the act of Altlnel L'A ock and that he/she executed the same as the act of said rnrl � �Ls, ()1-) i for the purposes and consideration therein expressed and in the capac y therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this —3-- day of SHELBY MORALES ,�1rq:.. Ue •� �o.61 Notery Public, State of Texas , Comm. Expires 10.09-2021 Notary ID 13126034-4 .. - -- - n, ira STATE OF TEXAS § COUNTY OF TARRANT § Notary Publi n and for the State of Texas ACKNOWLEDGEMENT BEFORE ME, the unders'gned authority, a Notary Public in and for the State of Texas, on this day personally appearede,j�16nY , known to me to be the same person whose name is s scribed to the f regoin in$ ent, and acknowledged to me that the same was the act of n,ri .9 c and that he/she executed the same as the act of said r rl.0- , for the purposes and consideration therein expressed and in the capficity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 3 day of OC-kl2.,V - , 20(e. 1 SHELBY MORALES a: °c N y Notary Public in and for the State of Texas ,�_ otar Public, State o} Taxes _ � Comm. Expires 10-09-2021 i Notary fb 13128034-4 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared [ l akr Dca , of the City of Fort rih, known to me to be the same personl,, whos name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _day of 20-ft.- � 2• E� �UAANR Notary Public in and for the State of Texas N€�t�0 Pub to 0 ie4 00 idcs�rylD #11ar�a®49a9 �Y 10, 2U22 r . . PARCEL 4 EXHIBIT "All TEMPORARY CONSTRUCTION EASEMENT BEING a 0.0388 acre tract of land located in the NB Breeding Survey, Abstract No. 189, City of Fort Worth, Tarrant County, Texas, said 0.0388 acre tract of land being a portion of LOT G, BLOCK 1, jINKENS HEIGHTS, being an Addition to the said City and State, according to the plat thereof filed for record in Volume 388.31, Page 46, Plat Records, Tarrant County, Texas, said 0.0388 acre tract being a portion of that same tract of land conveyed to ALLAN R. LAQUEy and S11ARON R. LAQUEY, by deed thereof sled for record in Tarrant County Clerk's Instrument No. D217176559, Official Public Records, Tarrant County, Texas, said 0.0388 acre tract of land being more particularly described by metes and bounds as follows: BEGINNING at a point on the west lot line of said Lot 2, same being the east lot line of Lot 1, of said 7inkens Heights, from said beginning point the northwest lot corner of said Lot 2 bears, North 00°38'54" West, 91.40 feet, said beginning paint having a NAD 83 Texas North Central Zone (4202) coordinate of N: 6,984,561.84 and E: 2,300,376.23; THENCE departing said lot lines, and over and across said Lot 2, the following courses and distances: South 4702644" Bast, 27.70 feet; South 89"VO4" East, 130.17 feet to a point on the east lot line of said Lot 2, same being the west right- of-way line of Boat Club Road, being a 100 foot public right.Qf--way, from said point the northeast lot corner of said Lot 2 bears, North 00037'20" West* 110.78 feet; THENCE South 00-37'20" Bast, along the east lot lime of said Lot 2. same being the said rightmof way line,10.00 feet to a point on the north easement line of an existing 10 feet wide utility easement, conveyed by said finkens Heights, from said point a 112 inch iron rod with a cap stamped "2490 J.D.Z." found bears, South 55054'36" East, 19.23 feet; THENCE North 89°30904" West, departing said lot line, said right of -way line, over and across said Lot 2. and along the said existing easement line, 150.36 feet to the said west lot line of Lot 2, same being the said east lot line of Lot 1; THENCE North 00038'54" West, along said lot lines, 28.56 feet to the POINT OF BEGINNING. The hereivabove described tract of land contains a computed area of 0.0388 acres (1091 square feet) of land more or less, The basis of bearings for this survey is NAD83 Texas North Central Zone (4202). All distances shown are ground. *STJRVEYORS CERTIFICAT134, 1 do hereby certify that the above legal description was prepared from public records and from an actual and accurate survey upon the ground and that same is true and correct, Surveyors Name: Eric S. SpoonerR•'187•,• Registered Professional Land Surveyor, Texas No. 5922 a Spooner and Associates, Inc. ...AER .... .... IC SPOOtHlN.'�... Et3 Texas Board of Professional Land Surveying No. 10054900 ....�.`... "2a .,......., Surveyed on the ground Julyn2017 { ArT � CASINO BEACH WATER AND SEWER -• PHASE 4 � sPOONER AN() Mamma, a,Ilr o Boe s M ST o f sHARON R.EL�AQiTB � . 8��$6'8448 � S POONEFIOSPODNEROLTMO B mM13dA 812.OW.0 ■ 1 1 ■ 111 Ell wl� MAP OF ' ' IT "A" SERATTACH3] METES 6 SOUNVOS DESCRIP7I0N ON PAGE 1 HERE•IN I LOTLINE-II a LOT I, a=x I 1 W 1 ■I I ■ ■ IN 11111 1M1 SHAD YDELL DRfVE PJGH7'-0E-WAY • (60' RIGHT-OF-WM9 UNE--,� VO'G 36"1, FG 4S, RR L.T. LOT2, BLOCK 9 JINKENS HEdl a HTS VOL. W-31, PG. 46, P.1 1 C. i. 11 II 1 ME1111111 111141! � E uu © i J NV: 6,M4,561.84 ALLAN & LAQUEY o � � Q 2,300,3iS3 (NAD 83, T.N. CZ- 412M Iv � r ® S,f�$9R", ON lE LAQUEY y, 3 � t � C PONT OFo .d INKS MO D217176W9, � BEG"+WAWO ca,. R.rc r. 4 ' LINETASLELWE BEARING I DISTANCE �! ! S14T" °�F4�� 27.7�° =_ IP®9�A'Y�®IU d9[."y"G►IV F.4SEA FJVT 0 15' W . 0.0398 ACRES (1,69' SQ. F) i L2 SW'3M, 'NE 90.00° GRAPHIC SCALE i� D 1 ' 2 S W°: +50ki",E 1 ►.17" ,I�I�II o��lll��.�g.ol.ogl INFEET —�--� _ _ ' E3L 10'&7X 7Y&4,QS 0VT r.. - 1®Mmm— W�.ma�Am�rol"ar aG,ryo �o'cera»I�ma o�wti. a®awam N 89030 4" W 150.3 1" = 30' J SSV54WE ..�1 V7IRONROD �9 H CAP VOL 3W-31, P& 44 P.R.T&T, y STD' ISDJ.DZIFOUND l7C 67u—m-r11'EAS 7; VOL. 34�5, pa 47PA-raT. _ — — — — — ,LOTUNE—�' — — — _ — _... —... — _... — — ! _ Y _ __., _ — _..., _ — _ _ SURVE'YOR$ NOTE: n GOT 2, f3LOCNC 1 LOTS, Bd aO'X f TF E BASIS OF BEAD MS FOR THIS Qt mn/r-Y IS Tl•=3EXAS $TAT= PLANE ,SAT CLUB ESTAMSd'1MlTTON VOL 36&4 PG 47, P-&T.O:T. BOAT CLUB ESTATit:SAMMM VOL W&A PG. 47, P.R-T C. r TENPORARY CONSTRUCTION EASENORqT CASINO BEACH PHASE 4 CITY OF FORT WOff. TH, TARN' ' COUNTY, 7EXAS PROPSM ALr.A11r RL LB=ef AM SHMON P. lA0rEY. mi& KO. =7176M O-PJLT.0 r. LOCATM. C" OF FO17T►MORM, TARR,4NYT MUM TEXAS OA3E: 08/'I2I OMS CFSECicm BY: Ms. -SZA JM ► '14Z0-F#WZ,SW0 6EACFT PARCFL UkQUef 3CE. MEN 1 1 . d ■ 111 0•�� ` 4tii NAM NOR H C&MAL. ZCE (42D. ALL £)]STANCES SHOWN ARE Gam. SURVEYED ON THE GROLM JULY 2M7 NER TES 1 3W 6YERS STRe:7. SIJ1'TE 100, EMESS, TOM 7&W 1 (&1716W-SM E+VVIbV.S' OONEERSURVEYORS.COM TSPLS i=fRfW NO. 1005" ' PARCEL 4 - TCE - PAGE 2 ®F 2 IN w 51 GC-4o02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Febmary 2, 2016 F:lproims503I ON047-1912-0 Wrk Pm&2-3 SPECS1FFNALIAppendix\Appendix.doe Meadow Lakes and Jerkin Heights Sanitary Sewer Improvements City Project No. 01829 GEOTECHNICAL ENGINEERING STUDY CASINO BEACH AND WATERCRESS DRIVE WATER AND SANITARY SEWER IMPROVEMENTS — PHASE ONE JENKIN HEIGHTS LIFT STATION DECOMMISSIONING, GRAVITY MAIN AND MEADOW LAKES FORCE MAIN FORT WORTH, TEXAS Presented To: Alan Plummer Associates, Inc. December 2017 PROJECT NO. 425-17-43 (Revised) �� 7 ipT �-; 1 INC.3h Pexase Drive EJTitil�llE.�.1�G, i`�Fort Worth,Texas76118 wrvWwcinjengr.com December 15, 2017 Report No. 425-17-43 (Revised) Alan Plummer Associates, Inc. 1320 S. University Drive, Suite 300 Fort Worth, Texas 76107 Attn: Mr. George Farah, P.E. RE: GEOTECHNICAL ENGINEERING STUDY CASINO BEACH AND WATERCRESS DRIVE WATER AND SANITARY SEWER IMPROVEMENTS — PHASE ONE JENKIN HEIGHTS LIFT STATION DECOMMISSIONING, GRAVITY MAIN AND MEADOW LAKES FORCE MAIN FORT WORTH, TEXAS Dear Mr. Farah: Submitted here are the results of a geotechnical engineering study for the referenced project. This study was performed in general accordance with Proposal 15-5760 dated August 26, 2015. The t geotechnical services were authorized via Agreement for Consultant Services with Alan Plummer Associates, Inc. dated July 13, 2017 and executed by Mr. Cletus R, Martin, P.E. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the materials engineering and geotechnical observation services during the construction phase of this project. We appreciate the opportunity to be of service to Alan Plummer Associates, Inc. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING, INC. TEXAS FIRM REGISTRATION No. P-9179 Ja es P. Sappington, IV, P.E. Se for Engineer Texas No. 57402 � OF r�k°s f............................. ! P JAMES P. SAPPlZ6N, Iv d �...•.......................... m f� 9•.• 97402 iI ®F4 ICENSO.•`�a�� NA copies submitted: (2) Mr. George Farah, P.E.; Alan Plummer Associates, Inc. Phone ($17) 284-94©0 Pax (817) 589-9993 — Metro (817) 589-9992 TABLE OF CONTENTS Page 1.0 INTRODUCTION---------------------------------- ------ --------------------------------------------------------------- 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING ------------------------------------------------------ 2 3.0 SUBSURFACE; CONDITIONS------------------------------------------------------------------------------------- 4 4.0 UTILITY EXCAVATIONS------------------------------------------------------- ------------------------------------- 6 5.0 PAVEMENT DESIGN ----------------------------------- ------------------------------------------------------------- 10 6.0 GENERAL EARTHWORK ------------------------------------- ---------------------- ----------------- --------------- 16 7.0 CONSTRUCTION OBSERVATIONS-----------------------------------------------------------------------_----18 8.0 REPORT CLOSURE -------------------------- ----------------------------------------------------------------------- 19 APPENDIX A Plate Planof Borings ---------------- ------------------ --------------------------------------------------------------------------- A.1 Unified Soil Classification System ---------------- ----------------------------------------------------------------------- A.2 Key to Classification and Symbols ----- _------------------.--------------- ----- -------------------- -------_________---A.3 Logsof Borings---------------------------------------------------------------------------------- ------------------ A.4 — A.10 Particle Size Distribution Reports------------------------------------------------------- _-----_A.11 —A.12 Soluble Sulfate Test Results ------------------------ ------------------------------------------------------------------ --A.13 Lime Series Test Results ------------- ------- --------------- ------ --------------------- ------------------------- ------ A.14 1.0 INTRODUCTION 1.1 General This report presents the results of a geotechnical engineering study for the construction of a new sewer line from the Meadow Lakes Lift Station eastward along Lakside Drive to the Jenkin Heights Lift Station and continuing eastward along Norris Valley and Shadydell to just east of FM 1220 in Fort Worth and portions of Lake Worth, Texas. The sewer line will cross Boat Club Road (FM 1220) just south of Shadydell, requiring bore techniques. We understand the remainder of the alignment will be open cut, with new roadway sections planned as required. New roadway sections recommended herein meet -the requirements of the City of Fort Worth Pavement Design Manual, dated January 2010. Plate A.1, Plan of Borings, depicts the approximate location of exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, develop comments on general utility excavation, recommendations for the type or types of pavement subgrade preparation and stabilization, and provide earthwork recommendations. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the proposed structures could change. Once the final -design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format ( The text of the report is contained in Sections 1 through 8. All plates and large tables are contained in Appendix A. The alpha -numeric plate and table numbers identify the appendix in Report No. 426-17-43 (Revised) CMJ ENGINEERING, INC. which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Pield- Exploration Subsurface materials at the project site were explored by seven (7) vertical soil borings. Borings B-1 through B-6 were drilled to a depths ranging from 10 to 25 feet and Boring B-7 was drilled to a depth of 55 feet. The borings were drilled using continuous flight augers at the approximate locations shown on the Plan of Borings, Plate A.I. The boring logs are included on Plates A.4 through A.10 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin -walled (Shelby) tube samplers at the locations shown on .the logs of borings. The Shelby tube sampler consists of a thin -walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs, When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Disturbed samples of the noncohesive granular or stiff to hard cohesive materials were obtained utilizing a nominal 2-inch O.D. split -barrel (split -spoon) sampler in conjunction with the Standard Penetration Test (ASTM D 1586). This test employs a 140-pound hammer that drops a free fall vertical distance of 30 inches, driving the split -spoon sampler into the material. The number of Report No. 425-17-43 (Revised) CMJ ENGINEERING, INC. 2 blows required for 18 inches of penetration is recorded and the value for the last 12 inches, or the i penetration obtained from 50 blows, is reported as the Standard Penetration Value (N) at the appropriate depth on the logs of borings. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TXDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely failing 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock -like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total '100 blows is recorded at the respective testing depths on the boring logs. Ground -water observations during and after completion of the borings are shown on the upper right l of the boring log. Upon completion of the borings, the bore holes were backfilled with bentonite or sand and plugged at the surface with asphalt or by hand tamping as applicable. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits, plastic limits, and gradations), moisture content, unconfined compressive strength, and unit weight tests were performed. Results of the laboratory classification tests, moisture content, unconfined compressive strength, and unit weight tests conducted for this project are included on the boring logs. Particle size distribution reports (gradation) are presented on Plates A.11 and A.12. Soluble sulfate tests were conducted on selected soil samples recovered from the borings. The sulfate testing was conducted to help identify sulfate -induced heaving potential of the soils. Sulfate -induced heaving can cause detrimental volumetric changes to a subgrade modified by calcium -based stabilizers. The result of the sulfate tests are presented on Plate A.13. Report No. 425-17-43 (ReAsod) CMJ ENGINEERING, INC. 3 Eades and Grim Lime Series tests were performed on selected samples to identify the appropriate concentration of lime to add to soils for stabilization purposes, The results of the lime series tests are presented on Plate A.14. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. 3.0 SUBSURFACE CONDITIONS 3.1 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. The generalized subsurface stratigraphy encountered in the borings is discussed below. Note that depths on the borings refer to the depth from the existing grade or ground surface present .at the time of the investigation, and the boundaries between the various soil types are approximate. Existing paving consists of 3 to 6 inches of asphalt in Borings B-1, B-2, and B-5. Gravel base is present beneath the asphalt in these borings with thicknesses of 4 to 10 inches. Fills are present below the paving in Boring B-2 and at the surface in Boring B-6 extending to depths of 1 to 4 feet. The various fills consist of brown, tan, and gray silty clays with limestone fragments. Significant limestone fragments are present in the fill in Boring B-2. Natural soils encountered consist of dark brown, brown, light brown and tan silty clays and clays. Fractured limestone seams and/or limestone fragments are noted within the clays in Borings B-1 and B-3 through B-5. Gravel is noted within the silty clays from 12 to 13 feet in Boring B-7. The various clay soils encountered in the borings had tested Liquid Limits (LL) ranging from 31 to 80 with Plasticity Indices (PI) ranging from 17 to 58 and are classified as CL and CH by the USCS. The various clay soils were generally stiff to hard (soil basis) in consistency with pocket penetrometer readings of 2.0 to over 4.6 tsf. The soils had tested unit weight values ranging from 93 to 129 pcf and unconfined compressive strengths of 2,490 to 34,200 psf. Light brown sands and clayey sands are next present in B-7 below 13 feet and continue through 32% feet. Brown and light brown silty sandy clays are next present to a depth of 41 feet then Report No. 425-17-43 (Revised) CMJ ENGINEERING, INC. 4 underlain by tan silty sands. The sand materials in Boring B-7 are generally medium dense to dense, with Standard Penetration (N) values of 26 to 38 blows per foot. Tan limestone is next encountered in Borings B-1 through B-6 at depths of 2 to 9 feet. The tan limestone contains clay seams or clay layers, occured fractured in Boring B-4, and is generally moderately hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of 5/ to 4% inches of penetration for 100 hammer blows. Borings B-1, B-2, and B-6 were terminated within the tan limestone at depths of 10 to 15 feet. Gray limestone is next encountered in Borings B-3 through B-5 at depths of 8 to 15 feet. The gray limestone contains shale seams or occasional tan limestone seams and is considered hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values of % to 13/ inches of penetration for 100 hammer blows. B-3 through B-5 were terminated within the gray limestone at depths of 15 to 25 feet. Gray sandstone with sandy shale seams and layers are next present in Boring B-7 below a depth of 50 feet and continues through boring termination at a depth of 55 feet. The gray sandstone is considered hard to very hard with a Texas Cone Penetrometer (THD) test value of 1 inch of penetration for 100 hammer blows. 3.2 Ground -Water Observations The borings were drilled using continuous flight augers in order to observe ground -water seepage during drilling. Ground -water seepage was encountered during drilling in Boring B-7 at a depth of 46 feet below existing grade. Bore -hole cave-in occurred at a depth of 44 feet and the boring was dry to that depth at drilling completion in B-7. No seepage was encountered in the remaining borings during drilling and those borings were dry at completion. While it is not possible to accurately predict the magnitude of subsurface water fluctuation that might occur based upon these short-term observations, it should be recognized that ground -water conditions will vary with fluctuations in rainfall. Seepage near the observed levels should be anticipated throughout the year. Fluctuations of the ground -water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. The possibility of ground -water level fluctuations should be considered when developing the design and construction plans for the project. Ground - Report No. 425-17-43 (Revised) 5 CMJ ENGINEERING, INC. water may occur in joints in the clays, atop or within the tan limestone, or via more granularlsandy zones in the area of Boring B-7, particularly after periods of heavy or extended rainfall. Due to the variable subsurface conditions long-term observations would be necessary to more accurately evaluate the ground -water level. Such observations would require installation of piezometers or observation wells which are sealed to prevent the influence of surface water. 4.0 UTILITY EXCAVATIONS 4.1 Expected Subsurface Conditions Conventional earth moving equipment is expected to be suitable for excavating the overburden clayey soils. Heavy duty excavation equipment will be necessary within the limestone and sandstone material, depending on rock hardness. In addition, overexcavation should be anticipated within the limestones. Overexcavation may result from large blocks or chunks breaking along either weathered or clay seams and layers beyond the planned excavation. Where softer clays or more granular materials are encountered in selected locations (granular soils noted below 12 feet in Boring B-7), some caving may occur due to the low plasticity nature of these materials. 4.2 Open Cut The trench excavations should be performed in accordance with OSHA Safety and Health Standards (29 CFR 1926/1919), Subpart P. For excavations less than 5 feet deep through the various silty clays, clays, and limestones, it is expected that near vertical excavation walls will be possible. However, in the case that excavations occur through soft clays, granular soils, non - compacted fill, or submerged soils, it will be necessary to either slope the excavation sidewalls or provide temporary bracing to control excavation wall instability. In addition, for excavations deeper than 5 feet, the excavation sidewalls must be sloped or temporary bracing must be provided, regardless of the soil conditions encountered. 4.3 Directional Bore Comments r The results of exploration Boring B-4 in the vicinity of the proposed bore crossing indicates that the overburden soils are not anticipated to exhibit unusual caving or sloughing problems during directional bore installation. Increased difficulty of bore drilling through the limestone should be anticipated. Tunnel bores extending into the limestone strata will be encountering moderately hard Report No. 425-17-43 (Revised) CMJ ENGINEERING, INC, 6 to very hard rock. Additional drilling difficulties may be encountered due to the fractured nature of the rock in this vicinity, and the fractured limestone seams present within the overburden clays. The limestone strata will likely require special tools to removelexcavatefdrill through due to their hardness and abrasiveness. 4.4 Trench 1 Bore Pit Dewatering Ground -water seepage was encountered in Boring B-7 at a depth of 46 feet during drilling. As discussed in Section 3.2, . Ground -water Observations. ground -water conditions can vary with seasonal fluctuations in rainfall. In the case that ground -water is. encountered, controlling the ground -water is essential to construction of the wastewater line. Failure to control any encountered ground -water could result in trench wall collapse, trench bottom heave, an unstable trench bottom and detrimental pipeline settlement and pipe deflections after backfilling. Ground- water levels should be maintained at two feet below the base of the excavation for the full term of construction. Protection of the open excavations should be provided during periods of moderate to heavy rainfall, as surface water will most likely channel and collect in the excavations. The water level should be lowered prior to -excavating and should be maintained at this lowered level until the pipe trench is backfilled. It is likely that seepage may be controlled by means of collection ditches, sumps, and pumping in most locations. However, in the event that water infiltration rates are high, as may be the case where sand or gravel seams are encountered with depth in the vicinity of Boring B-7 (which could encounter sands flowing with the ground -water seepage), it may be necessary to install a more elaborate dewatering system. The design of any dewatering system required is the contractor's responsibility. 4.5 Soft Trench Bottom Conditions Soft trench bottom conditions are unlikely where the trench bottom is situated in the stiff to hard clays and silty clays or limestones, but soft conditions may occur. Unstable trench bottoms are considered to be unsuitable for support of the pipe. Soft clays or saturated sands could occur where ground -water is present. In any areas where- unsuitable bearing deposits are encountered at the planned invert elevation, the trench bottom can be prepared using one of the following methods: 1. Under -cut to a suitable bearing subgrade and replace with a structural compacted fill. The over -excavation should extend laterally a distance of at least 1 foot beyond the edges of the pipe, and then at least 1 foot laterally for every 1.5 feet of fill required beneath the pipe. The over -excavation backfill should be completely surrounded with a geotextile consisting of Report No. 425.17-43 (Revised) 16A CMJ ENGINEERING, INC. Mirafi 140N, Amoco ProPex 4545, or equivalent. The backfill should consist of a free draining aggregate (i.e., sands, gravels, crushed limestone, or crushed concrete) approved by the geotechnical engineer. The backfill should be placed in maximum 9-inch loose lifts and uniformly compacted to a minimum relative density of 65 percent as determined by test methods ASTIVI D 4253 and D 4254. 2. Casting a 6-inch thick reinforced concrete slab. The concrete should have a minimum 3,000 psi compressive strength at 28 days. 4.6 Excavation Considerations If open trench cuts are performed within 1.25 times the trench depth of any surface structure, trench shoring (not trench boxes) should be used within open trench cuts performed within this distance. Hydraulic shoring struts should be used and installed during excavation as needed to provide full lateral support to vertical trench sidewalls, and thereby help reduce lateral ground movements near existing structures. A pre -construction condition survey should be performed prior to beginning excavation near any structure that could be affected by the trench excavation to verify existing conditions (existing distress) prior to construction. Construction monitoring should be performed to verify that existing structures are not impacted or damaged by construction operations. Where an open cut traverses through existing pavement, any pavement structure replacement as recommended below (concrete, asphalt, base course material or stabilized subgrade) should extend a minimum of 12 inches beyond the edge of the excavation trench. This additional width of pavement structure greatly reduces the potential for reflective cracking upwards into the pavement. 4.7 Pipe Installation Bedding To assure adequate base support for the pipe, it is recommended that bedding/embedment material be placed around the pipe, 6 inches below the pipe, and 12 inches above the pipe. If concern exists of native backfill above the embedment migrating into the more coarse embedment (and causing backfill settlement), a filter cloth is recommended at the embedment/native soil interface. The filter cloth should cover the entire interface and up through the sidewall a minimum of 1 foot. Bedding material may consist of gravel/stone from V to No. 10 sieve size. Gravel should be consolidated upon placement by rodding or pneumatic vibration methods. Such methods should Report No. 425-17-43 (Revised) CMJ ENGINEERING, INC. 8 not cause harm or distress to the pipe. The filter cloth should be TenCate Geosynthetics Marifi 140N or equivalent. 4.8 Trench Backfili Site excavated materials' are generally considered suitable for use as backfill above the pipe bedding materials. All trench backfill should be free of deleterious materials. Use of rock fragments greater than 4 inches in any dimension should be prohibited, since attaining a uniform moisture and density without voids would be difficult. Backfill should be compacted in maximum 9- inch loose lifts at a minimum of 95 percent of the Standard Proctor density (ASTM D 698). The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand -operated power compactors or small self-propelled, compactors. Clay soils having a PI greater than 20 should be compacted at a moisture content ranging from 0 to +4 percentage points above the optimum moisture content. Granular soils having a PI less than 20 should be compacted at a moisture content ranging from -3 to f3 percentage points of the optimum moisture content. Jetting to compact the pipe backfill should not be allowed. Settlement of the backfill soils should be anticipated. It is anticipated that properly compacted on -site clay fill soils will settle between about 1 and 2 percent of the fill thickness. For example, 10 feet of fill would be expected to settle on the order of 1.2 to 2.4 inches. In areas where settlement of the backfill must be closely controlled, the trench excavation should be backfilled with either cement stabilized sand or flowable concrete having a 28-day compressive strength ranging between 50 and 200 psi. Again, any pavement structure (concrete, base course material or stabilized subgrade) should extend a minimum of 12 inches beyond the edge of the excavation trench. This additional width of pavement structure greatly reduces the potential for reflective cracking upwards into the pavement. In addition, proper backfilling of the soils should greatly reduce undue settlement of backfill material and resulting differential movement between the natural soils and backfill trench. If a high class bedding material or backfill material is desired, flowable concrete fill will limit water intrusion into the trench and will not require compaction after placement. 4.9 Provisions to Reduce backfill Settlement ( Field testing will be a critical element in controlling the compaction of the backfill to limit settlement. All trench backfilling in these critical areas shall include full-time observation of soil compaction by Report No. 425-17-43 (Revised) CMJ ENGINEERING, INC. 9 an experienced geotechniclan under the supervision of the geotechnical engineer. The contractor should provide protection for the testing/inspection personnel while working in the trenches, and shall move the protective shield/shoring such that areas to be tested are readily accessible. The compacted moisture/density of all backfill soils should be tested at a rate of one test per 250 linear feet of trench, for each lift of fill placed, during compaction. Digging through existing lifts of backfill to access and test underlying lifts should not be allowed. In addition, to limit settlement, where crushed stone materials are used as pipe bedding materials, they should be wrapped with a suitable geotextile to limit the, intrusion of fines into the crushed stone material. 4.10 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Standard construction practices for protecting concrete or metal pipe and similar facilities in contact with these soils should be used. 5.0 PAVEMENT DESIGN 5.1 Pavement Subgrade Considerations 5.1.1 General The performance of the pavement for this project depends upon several factors including: the characteristics of the supporting soil; the magnitude and frequency of wheel load applications; the quality of construction materials; the contractor's placement and workmanship abilities; and the desired period of design life. The success of the pavement subgrade is subgrade soil strength and control of water. Adequate subgrade performance can be achieved by modifying or stabilizing the existing soils used to construct the pavement subgrade. Pavement sections are susceptible to edge distress as edge support deteriorates over time. Therefore, care must be taken to provide and maintain proper edge support. In conjunction with a stabilized subgrade underlying the pavement, it is recommended that the stabilized subgrade extend a minimum of 12 inches beyond the riding surface on each side of the proposed pavement. Maintenance should be provided when edge support deteriorates. Report No. 425-17-43 (Revised) 10 CMJ ENGINEERING, INC. 5.1.2 Subgrade Preparation Anticipated subgrade materials vary widely from low plasticity silty clays to clays of high plasticity. These higher plasticity clays, those with a Plasticity Index (PI) of 20 or greater, are subject to loss in support value with the moisture increases which occur beneath pavement sections. They react with hydrated lime, which serves to improve and maintain their support value. Treatment of these soils with hydrated lime will improve their subgrade characteristics to support area paving. In lieu of a lime stabilized subgrade, a flexible base meeting TxDOT Item 247, Type A, Grades 1 or 2 may be utilized on an equal basis. The option of using a flexible base in lieu of lime stabilizing the subgrade presents a relatively quick, straight forward solution to preparing the materials prior to pavement placement. 5.2 potential Vertical Movements Estimates of expansive movement potential have been estimated using TxDOT Test Method Tex 124-E. Potential vertical movements ranging from on the order of 1 to 3% inches are estimated depending on the thickness of clays overlying the limestone. Movements in excess of the estimated value can occur if poor drainage, excessive water collection, leaking pipelines, etc. occur. Any such excessive water conditions should be rectified as soon as possible. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. 5.3 Sulfate -induced Heaving Soluble sulfate testing was conducted to check for sulfate -induced heaving potential. Sulfate - induced heaving is caused when hydrated lime is added to a soil with high sulfate concentration. The lime reacts with the sulfates to cause potentially large volumetric changes in the soil. Soluble sulfate levels in soils on the order of 1,000 parts -per -million (ppm) or less are usually of low concern and warrant only observation of the subgrade during the stabilization process. The soluble sulfate levels of the tested samples were less than 100 ppm. Since the samples tested were below 1,000 ppm, a single treatment process is recommended at this time. Additional subgrade soil testing is recommended during construction to check for any soluble sulfate levels in Report No. 425-17-43 (Revised) CMJ ENGINEBIUNG, INC. excess of 1,000 ppm. The single treatment is described in Section 5.4. In addition, it is recommended that during the curing period of the lime treatment, the subgrade be supplied with ample moisture to allow proper hydration, and it should be checked for any volumetric changes that may indicate a sulfate -induced heaving condition. 5.4 Pavement Subgrade Preparation 5.4.1 Lime Stabilization Lime stabilization is recommended for all subgrade areas with plastic clays. Prior to lime addition, the subgrade should be proofrolled with heavy pneumatic equipment with particular attention given to existing fill areas. Any soft or pumping areas should be undercut to a firm subgrade and properly back filled as described Section 6.0. The stabilized pavement subgrade should be scarified to a minimum depth of 6 inches and uniformly compacted to a minimum of 95 percent of Standard Proctor density (ASTM D 698), between 0 to plus 4 percentage points of the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. It is recommended a minimum of 8 percent hydrated lime be used to stabilize the clay subgrade soils. The estimated amount of hydrated lime required to stabilize the subgrade should be on the order of 36 pounds per square yard based on a soil dry unit weight of 100 pcf for a 6-inch depth. The hydrated lime should be thoroughly mixed and blended with the upper 6 inches of the clay subgrade (TxDOT Item 260). The hydrated lime should meet the requirements of Item 260 (Type A) in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. The presence of limestone fragments and calcareous nodules in the surficial soils can complicate the mixing of the soil and lime. 5.4.2 Subarade Preparation Considerations It is recommended that subgrade stabilization extend to at least one foot beyond pavement edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture variations after construction. Each construction area should be shaped to allow drainage of surface water during earthwork operations, and surface water should be pumped immediately from each construction area after each rain and a firm subgrade condition maintained. Water should not be allowed to pond in order to prevent percolation and subgrade softening, and subgrade Report No. 425-17-43 (Revised) CMJ ENGINEERING, INC. 12 treatments should be added to the subgrade after removal of all surface vegetation and debris. Sand should be specifically prohibited beneath pavement areas, since these more porous soils can allow water inflow, resulting in heave and strength loss of subgrade soils (lime stabilized soil will be allowed for fine grading). After fine grading .each area in preparation for paving, the subgrade surface should be lightly moistened, as needed, and recompacted to obtain a tight non -yielding subgrade. Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. All pavement construction should be performed in accordance with the procedures provided in Section 5.7. 5.5 Pavement sections o Urban Residential Pavement analyses were performed using methods outlined in the AASHTO Guide for Design of Pavement Structures, 1993 Edition, published by the American Association of State Highway and Transportation Officials. The design equations were solved using AASHTO Pavement Analysis Software. In the AASHTO method, traffic loads are expressed in Equivalent 18-kip Single Axle Loads (ESAL) over the design life of the pavement structure. Based on the results of the field and laboratory investigation, soil plasticity properties, and requirements of the City of Fort: Worth Pavement Design Manual, dated January 2015, the following design parameters were used in our thickness design calculations for the proposed roadway and roundabouts. Subgrade Soils................................................................. Clay Design Life........................................................................ 25 years (residential -urban) Initial Serviceability........................................................... 4.5 (rigid) Initial Serviceability........................................................... 4.2 (flexible) Terminal Serviceability..................................................... 2.25 (residential -urban) Reliability.......................................................................... 90% Overall Deviation (rigid) .................................................... 0.39 Overall Deviation (flexible) ................................................ 0.45 Load Transfer Coefficient ................................................. 3.0 Drainage Coefficient........................................................ 1.0 Design CBR (rar subgrade)............................................. 3 Adjusted Design CBR (lime stabilized) .............................15 Lossof Support................................................................. 0 Concrete Modulus of Elasticity ......................................... 4,000,000 psi Concrete Modulus of Rupture ........................................... 620 psi Report No. 425-17-43 (Revised) 13 CMJ ENGINEERING, INC. The following rigid and flexible pavement sections are provided for the Residential -Urban classification per Table 3.1 of the referenced City of Fort Worth design manual. The following pavement sections are suitable for the previously mentioned assumptions. Any deviation from these assumptions should be brought to our attention immediately in order to assess their impact on our recommendations. Table 4.5-1 Pavement Thickness Summary Pavement Section Street Growth Design Thickness Material Classification Factor ESAI_ (in.) 61 Portland Cement Concrete Residential- 6 Lime Stabilized Subgrade tJrban 0.5% 929,570 2 Hot -Mix Asphalt, Type D 5 Hot-Mix.Asphalt, Type B Residential- 0.5% 929,570 Urban 6 Lime Stabilized Subgrade We recommend that rigid pavements be utilized at this project whenever possible, since they tend to provide better long-term performance when subjected to significant slow moving and turning traffic. Flexible pavement sections are particularly susceptible to edge distress as edge support deteriorates over time. Therefore, care must be taken to provide and maintain proper edge support. The above sections are based on traffic estimates as provided in the referenced City of Fort Worth design manual and higher traffic volumes and heavy trucks may require thicker pavement sections. Additional recommendations can be provided after traffic volumes and loads are known. Periodic pavement maintenance should be anticipated. This maintenance should consist of sealing cracks and timely repair of isolated distressed areas. 5.6 Pavement Material Requirements Material and process specifications are required to be in accordance with the City of Fort Worth Pavement Design Standards Manual. These specifications generally include the following references to TxDOT Standard Specifications for Construction of Highways. Streets and Bridges,, 2014 Edition. Report No. 425-17-43 (Revised) 14 CMJ ENGINEERING, INC. Reinforced Portland Cement Concrete,: Reinforced Portland cement concrete pavement should i consist of Portland cement concrete having a 28-day compressive strength of at least 3,600 psi. The mix should be designed in accordance with the ACI Code 318 using 3 to 0 percent air entrainment. The pavement should be adequately reinforced with temperature steel and all construction joints or expansion/contraction joints should be provided with load transfer dowels. The spacing of the joints will depend primarily on the type of steel used and also thickness of the pavement. No. 3 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction is required for 6Y2-inch thick pavements, in accordance with the City of Fort Worth Pavement Design Manual, dated January 2015. Hot Mix Asphaltic Concrete Surface Course,: Item 340, Type D, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Hot Mix Asphaltic Concrete Base Courser Item 340, Type B, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, t 2014 Edition. Lime Stabilized Subarade: Lime treatment for base course (road mix) - Item 260, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Flexible Base: Crushed Stone Flexible Base — Item 247, Type A, Grades 1 or 2, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2014 Edition. 5.7 General Pavement Considerations The design of the pavement drainage and grading should consider the potential for differential ground movement due to future soil swelling of up to 3Y2 inches. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. Report No. 425-17.43 (Revised) 15 C J ENGINEERING, INC. Proper surface drainage in the shoulders is also critical to long term performance of the pavement. Water allowed to pond adjacent to the pavement will result in loss of edge and subgrade support: and an increase in post construction heave of the pavement. 6.0 GENERAL EARTHWORK 6.1 Site Preparation The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. Observation to determine if additional excavation is required to remove weak or otherwise objectionable materials that would adversely affect the fill placement or other construction activities is recommended. The subgrade should be proof rolled to detect soft spots, which if exist, should be reworked to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. Prior to fill placement, the subgrade should be scarified to a minimum depth of 6 inches, its moisture content adjusted, and recompacted to the moisture and density recommended for fill. In areas of perched water or pumping subgrade, it may be necessary to install sub -pavement drains or edge drains. This decision'should be made during construction to verify the need for such drains. 6.2 placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand -operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The on -site soils are suitable for use in general site grading. Imported fill material should be clean soil with a Liquid Limit less than 60 and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. Report No. 425-17-43 (Revised) 16 CMJ ENGINEERING, INC. The fill material should be compacted to a minimum of 95 percent of the maximum dry density determined by the Standard Proctor test, ASTM D 598. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas .the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. 6.3 Excavation The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Report No. 425-17-43 (Revised) CMJ EWINEERINC,JNC. 17 Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 6.4 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 7.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained- to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. Report No. 425-17-43 (Revised) CMj ENGINEERING, INC. 18 r 8.0 REPORT CLOSURE The locations and elevations of the borings should be considered accurate only to the degree implied by the methods used in their determination. The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual -manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground -water conditions, this report presents data on ground -water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at. the times and under conditions stated in the text of the report and on the boring logs. It should be .noted that fluctuations in the level of the ground -water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The- analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. if, during construction, different subsurface conditions r from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our Report No. 425-17-43 (Revised) CMJ ENGINEERING, INC. 19 recommendations where necessary. if there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular. project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available. to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary, The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafflcability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Alan Plummer Associates, Inc. for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. Report No. 425-17-43 (Revised) 20 CMJ ENGINEERING, INC. Major Divisions Gym; Typical Names Laboratory Classification Criteria N W D CD N 0 Z e � m o ID c � c`a � O E U O if C M .'CC T 0 E i N a O N to pla E 0 N o m ro N 7 -0 N lU 00 d � U O oz ca O 2 a Well -graded gravels, gravel- 2 p60 (D,o)2 GW sand mixtures, little or no 2 C� --- greater than 4: Co- --- ---------- between 1 and 3 fines '6 D1" D,o X Dill) fA LL U w c U) U) Poorly graded gravels, gravel E GP sand mixtures, little or no ' w O) �; Not meeting all gradation requirements for GW fines 12 0: 0 ca ca 8 Silty gravels, gravel -sand -silt @ �? ' ;1 Liquid and Plastic limits "A"line Liquid and plastic limits GM mixtures below or P.I. 4 plotting in hatched zone greater than between 4 and 7 are 0 o 0 borderline cases Clayey gravels, gravel -sand- `©" Liquid and Plastic limits „ „ requiring use of dual GC clay mixtures r- o z w c above A line with P.I. symbols C: greater than 7 SW sands ravell Well-gradedg y '_ E ` an D6o C,� ----- greater than 6: CG= (D30)2 ------------- between i and 3 sands, little or no fines c DID D,o X D60 O? 0 Poorly graded sands; 0 4-- 0 ' for SW SP gravelly sands, little or no ; Not meeting all gradation requirements fines c6 COcCL P m Q O a' N ir7 r fin (a rn c01a = r- o Liquid and Plastic limits SM Silty sands, sand -slit mixtures c c,4 below "A" line or P.I. less Liquid and plastic limits a o$ o than 4 plotting between 4 and 7 o .0 .a �3' are borderline cases Liquid and Plastic limits requiring use of dual SC Clayey sands, sand -clay !E above "A" line with P.I. symbols mixtures Cto greater than 7 Q❑ u Inorganic silts and very fine sands, rock flour, silty or MIL clayey fine sands, or clayey silts with slight plasticity Inorganic clays of low to CL medium plasticity, gravelly clays, sandy clays, silty clays, and lean clays OL Organic silts and organic silty clays of low plasticity C Inorganic silts, micaceous or MH diatomaceous fine sandy or ii «��` 2 OH ai d MH silty soils, elastic silts o �P CH Inorganic clays of high plasticity, fat clays OH Organic clays of medium to high plasticity, organic silts Pt Peat and other highly organic soils CL 1a � 4\�\ WaidOL 00 10 20 30 40 50 60 Liquid Limit Plasticity Chart 70 80 90 100 UNIFIED SOIL, CLASSIFICATION SYSTEM PLATE A.2 SOIL OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE ® m � -SAND SANDY — SHALE SILT SILTY SANDSTONE / LAYEY HIGHLY CONGLOMERATE Shelby Auger Split Rock Cone No Zz� PLASTIC CLAY Tube Spoon Core Pan Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No, 200 Sieve }descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.6 Hard 4.5+ Coarse Grained Soils (More than 60% Retained on No. 200 Steve) Penetration Resistance Descriptive item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, :md-iron-oxide-are-common cementing -materials -and -iron oxide are -common cementing -materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Project No. Boring No. 425-17-43 B-1 Location See Plate A.1 Completion Completion Depth 15 0' Oate 8-3-17 - - - CMj �NGINESRIiVG WC.- Project Casino Beach Water and SS Phase One, Amendment 4 - Fort Worth, Texas Water Observations Dry during drilling; dry at completion . Surface Elevation Type B-53, WI CFA {L p E yy N E o as N 0 o >i c lL m m Cr Ui Stratum Description 0� a a u y A 0 y( p�p Q w 2 (� n�C6 r1C Gg0.H �m 0 {A :3 cn m-o,00 IL:5 0 E'Ino c coo --\ ASPHALT, 3 inches thick - GRAVEL, wl sand, 10 Inches thick / 2.75 26 RLAY, dark brown, w/ calcareous nodules, stiff to 3.75 67 22 45 20 - very stiff 3.75 20 109 6840 —5 -wl limestone fragments, T to 4' f 4.0 84 63 ..18. 45 20 - -w/ limestone fragments below 7' 3.0 22 - LIMESTONE, tan, w/ clay seams, hard to very hard - -. —10 - 10011.5'. !^ - --15—T i --_._._------------ ---- I i 100/v i - I i j Ol F A -i U R. C7 ;r �i A N 7 (9 Z O 00 u. 0 0 LOG OF BORING NO. Bat PLATE A.4 Project No, Boring No. 425-17-43 B-2 Location See Plate A.1 Completion Completion Depth 15.0, bate 8-3-17 Surface Elevation Project Casino Beach Water and SS Phase One, Amendment 4 - Fort Worth, Texas Water Observations Dry during drilling; dry at completion Type B-53, w/ CFA CMJ ENGI NEERiNG INC, - C4 a N C ll Stf"attirn Description n n Q1 C o .0 z a N ul U a u: p 3 .65 U\ x �w �U � $ � w a C C7 o a� U? W mo.i-- m !� � E M �� m E cv t7 0.-J a 0 o 0 ,t'' c a s o 0 a ASPHALT, 3.5 inches thick GRAVEL w/ sand, 9 inches thick / 4,5+ 57 36 19 17 12 SILTY C Y, gray, w/ appreciable limestone fragments and pockets, stiff to hard (FILL) 2.0 17 tan and brown below 3' ji00/1,75' LIMESTONE, tan, wl clay seams, hard to very hard ItOO/1.25' �. ------------------------- 100/0.87E4' i M LL O o LOG OF BORING NO, B-2 J PLATE A.5 CMJ ENGINEERING INC. -- Project No. Boring No, Project Casino Beach Water and SS 425-17-43 B-3 Phase One, Amendment 4 - Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 20.0' I Date g-3-17 Surface Elevation Type B-53, wl CFA >i o N co Stratum Description as_!X U' v 0U R Ci 8 - I'6 0 a '�- my �' 6E a 1 N2 E a oo �` c�' c°iEw coo o= miL (L a� a� a E 20 �� 00o. SILTY CLAY, brown, wl calcareous nodules, very 3.25 21 ; I - stiff `; 4.5+ 12 98 24901 - CLAY, brown, wl fractured limestone seams, hard 4,5+ - 11 - 4.5+ 48 53 18 35 10 / SILTY CLAY, light brown to tan, wl fractured 4.5+ 12 _ 5 limestone seams, hard � 4.5+ W LIMESTONE, tan, wl clay seams, moderately hard -wJ clay layers above 11' _ -very hard below 11' "0010,62�' I-15 LIMESTONE, gray, wl shale seams, hard to very - - hard - 100/1" -.2a-------- - ---�-------------�__ -�-_ i a C7 o LAG OF BORING NO. Bi-3 PLATE A.6 Project No. I Boring No. Project Casino Bead Water and SS 425-17-43 !I Be4 Phase One, Amendment 4 - Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 15.0' Date 8.24-17 1 Surface Elevation Type B-63, wl GFA o a� '3� to f Stratum Description CLAY, dark brown, wl calcareous nodules and limestone fragments, stiff SILTY CLAY, tan, wl fractured limestone seams, hard LIESTONE, tan, fractured, wl clay seams and layers, moderately hard — LIMESTONE, gray, w/ shale seams, hard W CMi ENGINEEMG INC. to 0 N c LL 0 Z o LL lJ U uJ 3r; U)7 tr E A E crs o o y c� 6 E 5 c o o a FhCL o.co :11� CLM 0— �U D� DUa 2.25 73 27 46 27 93 4.5* 20 4.5+ 17 j [100/4.76' I i j { I 100l3.5`� I !i I �0011.3710' LOG OF BORING NO. B-4 PLATE A•7 Project No. Boring No. Project Casino Beach Water and SS 425-17-43 B-6 Phase One, Amendment 4 - Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 26.0' 1 Date 8-3-17 Surface Elevation Type CMJ ENGINEERING INC. I E E LL 'gc a - aka � Z � �w � CO CO Stratum Description 112 - L, a o c 67.91 YaXi,LO)2 ON c 1 W o�v1 tea► of .9 i�iv 00 ❑ $00 a..� oa(L 1Dn o._3 o c 2U L �.. ASPHALT, 6 inches thick I G�RAVELL, 4 inches thick 4.5+ 421 20 22 10 SILTY CLAY, tan, w/ limestone fragments, hard LIMESTONE, tan, w/ clay seams, hard 1 100l2" � , I LIMESTONE. gray, hard to very hard 100/1" —10 -tan limestone seam at 10' h 00/0.75' 15— _ I . �0010.62,0 I 20 w/ shale seams below 20` i i f II o0f1.26 —25 ti v V 0 Z a 0 m LL o LOG OF BORING NO. B-5 PLATE A.8 CMJ ENGINEERING INC. - Project No. Boring No. Project Casino Beach Water and S5 426-1743 I B-6 Phase One, Amendment 4 - Fort Worth, Texas Location Water Observations See Plate A.1 Dry during drilling; dry at completion Completion Completion Depth 10.0v I Data $,3-17 Surface Elevation "Type B-53, w/ CFA o A a E r= m 0 CD N C LL N Stratum Description e 4 e e Ox5 . QQ a3 �oa w C3 oa�C6 (L )- �,� ai; tL rn ::3 :3 nE A+� 0--J LL __ oa U r-JQ D J D C 7 a. ' SILTY CLAY. tan and brown, w/ limestone 4.5+ 19 105 fragments, hard (FILL) f 4.5+ 80 : 22 58 20 - CLAY, dark brown, w/ calcareous nodules, hard 4.5+ 22 97 6950 4.5+ 23 - - 4.5+ 23 —5 - 4.5+ 91 78 20 58 23 LIMESTONE, tan, w/ clay seams, hard 10011,75' —10 LOG OF BORING NO. B-6 PLATE A.9 Project No. I Boring No. Project Casino Beach Water and SS CMJ ENGINEERING INC. 426-17-43 Bn7 Phase One, Amendment 4 - Fort Worth, Texas Location Water Observations See Plate A.1 Seepage at 46' during drilling; dry and borehole cave-in at 44' at Completion Completion 1 Completion Depth a5v Dale 8.7-17 Surface Elevation Type CIVIF-56, wl CFA a LL p N EC� .� E o c p o �•N zac�arn �p Stratum Description aA (� __pCp0 a0 vV O MM aNO H �Oa SILTY CLAY. brown, wl calcareous nodules and 4.5+ 13 111 9100 deposits, hard I 4.5+ 12 I 4.5+ 10 I J 4.5+ 6 I / 4.5+ 68 31 141 17 8 `5 i I I 4.5+ i 6 I ✓� 1 4.5+ 10 129 342001 I l w/ gravel 12' to 13` I I x SAND. Iigk brown, w/ occasional gravel, medlurrT I I X dense to dense I 33 _ X I 33 3 --20—- i 7-X I 29 i I T_ CLAYEY SAND, llghl brown, dense I - I 36 6 —30 / I - 1 SILTY SANDY CLAY, brown to light brown, very - stiff to hard 4.5+ 56 : 9 _ 35 � I - 4.5+ 11 I —40 I - _ � I SILTY SAND, tan, w/ occasional gravel, medium I -_ - dense to dense 1 I I 26 I I —45 X! I 38 20 I ----50=` SANDSTONE, gray, wl sandy shale seams and _ layers, hard to very hard I _ 1 10011'. --55— _ — ----------- ----- --- c� z R a m o �� '�� LAG OF BORING NO. Ba%i J w w z LL z w U Lli a- 101 X 0 Particle Size Distribution Report s�TO �0y cod sa} pop a v (oV 100 [ ! I I I I I I I I I I I 80 — I I 1 1 1 I I i I I I I f l L 60—i-- I sa- I 1 !! f I I I [ I I I Ia r 40 -- f 30 f- I 11 f 1 a- R�---4 — 1 1 1-4 1 1 1 I I I I 1 1 1 1 20 10 — F - �— l f I I ''K---- 1 _i i i I I I I I 11 I I 1 W 10 1 0.1 0. )1 0.001 GRAIN SIZE - mm. % +3„ % Gravel % Sand % Fines Coarse Fine Coarse Medium Fine silt Clay 13.6 9.2 7.0 47.8 1 ILL PL DRr I Dgn D.00 D-0 I D417 Din Cr Cn 53 18 6.5829 1.2575 0.1425 Material Description Project No. 425-17-43 Client: Alan Plummer and Associates Project: Casino Beach Water and Sewer - Amendment 4 a Depth: 3-4 Sample Number: B-3 CIVIJ ENGINEERING, INC. USCS l AASHTO Remarks: Fort Worth. Texas PLATE A.11 uU Z LL H Z w U w n X. 0 Particle Size Distribution Report C C U O O C C C'g C _C Vr oe� !off O O O �qp 4 !mo[ (O M N r A 4F U Q a 100 I I! 11 Y rT' 90— i i i i i fT i i i i t ao 70 — I I I T I I I! I I I 1 ! I I so 50 i—t—�--I—i---��-- �— I I I I f E 1 ! I I I I I I 40 I I I I I I I I I I I I I E I J I I I I I I 1 I I I I i I I ! 1 1 I I I E I ! I I I 20 I f-- ! 10 1! I I I I I 1 1! 1 1 I I I I I I I I I I I f 1 I a--- 1 i0 0.1 0. )1 0.001 GRAIN SIZE - mm. % Gravel % Sand I Coarse Fine Coarse Medium Fine 0.0 1 0.0 -- 1 LL Pl_ 1 Ds� 31 14 0.2921 1.5 1.7 6.8 21.9 Osn Di Dan D,� Material Description Project No. 425-17-43 Client: Alan Plurnmer and Associates Project: Casino Beach Water and Sewer - Amendment 4 o Depth: 4-5 Sample Number: B-7 CMJ ENGINEERING, INC. % Fines silt I clay 68.1 USCS AASHTO 1 Remarks: Fort Worth, Texas PLATE A.12 SOLUBLE SULFATE TEST RESULTS Project: Casino Beach Water and SS Phase One, Amendment 4 - Fort Worth, Texas Project No.: 425-17-43 Boring Depth MaterialSoluble No. (ft.) Sulfates (ppm) B-1 13" - 2 Clay <100 B-2 13%z" - 2 Silty Clay <100 B-4 0-1 Clay <100 B-5 10" - 2 Silty Clay <100 B_0 1-2 Clay <100 Note: Test Method TxDOT Tex 145-E. CMJ ENGINEERING, INC. PLATE A.13 Q 9 LIME SERIES TEST RESULTS Project: Casino Beach Water and SS Phase One, Amendment 4 - Fort Worth, Texas Project No.: 425-17-43 Boring No.: B-1 Material: Clay Percent Lime 0 2 4 6 8 10 'Boring No.: B-6 Material. Clay Percent Lime 0 2 4 6 8 10 Depth: 13" to 2' pH 8.50 12.26 12.39 12.47 12.50 12.52 Depth: 1' to 2' pH 8.71 12.14 12.41 12.46 12.48 12.49 CMJ ENGINEERING, INC. PLATE A.14. GC-4o04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised February 2, 2016 Fiprojecis503181047-1912-0 Wrk Prod12-3 SPECSIFLNAL\AppevdixlAppmdix,doe Linn T. Ramey �i Amu Inc. FILL IN GRAY AREA ONLY 2/16/2018 Jenkins HeighW d: Fort Worth TX ALAN PLUMMER LIRA Project Number: SUE 16-022-30 TYPE op4e, Outside d Comments 111puli r npiy HoID C7 es (idea Depth Surface Material of Laver & Thickness II.I� f�G ;.]SE NC 3.0U NO NG. Nan -Paved Surface -'[. Gb-& lair Detail .Niutk. Ktm' l esea [Gavel) stc •USC EI-2 a ,L BOLLARD DETAIL COMMEiE CAta TEL f 6" CrAT ' DETAILS - - ti JOINT DETAiE- SPAT, Jew DEPTH FOR EXPANSION JOINT PAIEIETIT iaTiT aTpth Z) POLY PAD DIMEN! - THEKIES4 7 a 1 I 5'x7' M[NIMUM— i* nr SEE TAb4f',.Twflmqc _ f TWE b Cti BEDmo EIPANSN1 V A Ad �°n{ JWJT Hunt is O "cm SOFPmT S.lS1QF-+ -- EATATL-BRAT, R J 7 a' 9=144 JWJT 14 �.SM50 .adT FACE SEE NOTE 3 CLUM iiGCr'•PMe THTLZA[ FOAu aAtTmn 00 a GATE DETAIL 1 r COWrA (rip.) G CAM . —1 GATE O MUM _ I 1 WO SO!, 40 PIPE FRAW.. !I fI r cam t1m) JJ it 90i.<D ta a"rn - -_— - �" _ �i. T.c is w� z•Ge .e l� DWKC BRAG GATE n . Z N1V GRANULAR - I GA PAD BASE To GATE POST SM 40 R.PE �S MH CONC. COLLAR DETAIL SCA}.S: NTS 77' trt7-� �314' ChanFer .:• "-._Grad Rings ( - < Extend Comrete _ nin. 9' below L}tCna[ lowest grade [trig Wrttlsion ICSistant coating 1. 24-x40" Fort Wort with the word "M - 2. Volvo vpi sldside,1 cortcs rofe pipe i �A1 * the the requirementt s + using RAM-NEK p} reinforced cancreti CHRi5 P. HARDER ' ` 85470 ' be reinforced with horizontally and 6' { ti�1id�t concrete muss hat In E 2-14.15b (}; and Speclricoiicns. 3, Paterialhome cosh! (,4 f� Sup Material Supply Co - w•� CHRCS p. HARD PROJECT ENGMEER 4, Groat with morfar_ J'-f., M 2uc37- DATE RrVAORCE�Aj REVISIONS an 4_:J_-:--- WATER DEPARTMENr MRADOF LAKES LTNT STA77ON PROJECT MMCELMIVEous CIVIL mpmmS CITY OF FORT WORTH, TEXAS ` A1'M DEPARTMENT ENa1"EEEtlKG SERVIC93 DIVTSIOK 3,000 psi cbr,� W/ ND. 4 a+ - O.C.E.$f. _ 107-I0-DS 14 OF 14_ 2 ATTACHMENT AD4-1 GC-4o06 Hazardous Environmental Condition at Site THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised February 2, 2016 F:%projcmt 03185047-M942-0 Wrk Prodp-3 SPL'MRNALIAppmdWAppmdix.duc GEC-6o06.1) Minority and Women Owned Rustiness Enterprise Compliance THIS PAGE LEFT INTENTIONA]LLY BLANK CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Irnprovements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised February 2,2016 FAprojccts403l81047-3912-0 Wrk ProdQ-3 SPECSIFTNAL\AppmdixSAppendix.dac ATTACHMENT I Fo P,'f-' WIC RT 1-i Page 1 of 1 City of Fort Worth Minority Business Enterprise Specifications /2\ Prime Contractor Waiver Form OFFEROR COMPANY NAME' � Cheek app lmible 11tock to dose riho prime PROJECT NAME; MNvfOBF I , NON 1rMOBr 1311) DATE City's MBE Prolaet fiyoal: CiKorur's M178E Praj4at twnmmitment: PROJECT Ntfh9BER If both answers to thls farm are YES, da. no complete ATTAdHf~ TENT 10 (Good Faith Effort Form). All questions On this form must be completed acid a detailed explatlatlon provided, it applicable. If the answer to either question Is NO. them' youMILUIcompleteATTACHWINIT IC This ferm is only apoll ble if L&dh answers are yes. I`4i1-17ri3 fo'comple-te /his forftf in tt t5i tlrrsf�and be rec6Ned by. 1F 6,.Pljf�f A'sin01)1vIsicn no I;3ter t h a r 1 2,00 xl ni-. on tihe secalid Cily Ixrsiriess daV after bld open , exclusive Df-the bid op(anhig date, wtfl resell in the bid.haing conai€terr d non-resliartside [o bid Specifications.. , W I I I you performthis entire contract without subcontraictore? YES If yes, please }provide a detailed explanation that proves based On the sloe and scope of this NO project, this is your normal business pro dIce and provide an operational pfof lie of your business, — Will you perform this entire contract without suppliers? YES If yes, please provide a detailed expIanation that proves based -on the size and scope of this proieot, this is your normal business practice and provide ail inventoTy profile of your bUsifless, No The Offeror further agrees to provide, directly to the City upon request. coimplete and acdurate information regarding actual work performed by ail subcontractors, inclod ing M8E(a) [art this contract, the payment thereof and any proposed changes to the original MBE(s) arrangements submitted with this t}Id. The Offeror also agrees to aJJow an audit and/or examination of any books. records and files held by their company that will substanliale the actual work performed by the MBEs on lhis contract, by an autho0zed afflcef or ernployee of the City Any IntentJorral and/or knowIng rnisrepn=sentarion of facts will be grounds for terminating the contract or debarmanl ffom City work for a pahod of not less lhan three 13) years and for Initlating action under Federal, State of Local laws concerning false statements Any toflu re to comply with this ofdlnance rrpates a material bread/ or contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a perlad of time not less than one ear. Authmized.5igneiure TdEe Company Name Address citylstatefllR Prl11W4 slpawre goptW Naina (If dtfferent) Phl�ne NumbOf r-maii Address i9101r£ Fax Number REN. V10115 JLT,'AC �MFVT ADD -� City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAWE: ATTACHMENT I Page i of 4 Check appllcdble block to descrlhe Oftaror PROJECT NAPAE; � MWIDBE 1~ OW-M?VVj }BE 9ID DATE CIty's-MBE P€ojact {Deal: oHeror's NOE ProladfCammfImeml; PROJECT NUM 13ER O/D % F the Offerpr dl.d not rneet or excerri Chu MBE subcontractInq goal ror. this projiPut, the Offeror must carnplota this rnl. If the Offeror's method of compliance with the MBE goal is Lased upon demonstration of a "good faith effort", the Offeror will have the burden of correctly and accurately preparing and submitting the documentation required by the City. Compliance with each item, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional andfor knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this fnrrn, in its entirety with supporting documentation, and received by tine Purchasing Div€sibn no Later than 2.00 p.m. on the second City buriness day -after hid opening. exclusive of btd opening date, will rOSUIt in the bits being considered non -responsive to Wd specifications. -l.) Please list each and every subcontracting andfor supplier 'opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non -MBE 1130 NOT LIST NA.MES OF FI.. RM$j On all projects, the Offeror must list each subcontracting] and or suppilor opportunity regardless of tier, (U5e additional streets, it necessary) List of Subcontracting Opportunities � List of Supplier Opportunities Ai'TACNMEriT AM-] Rev, 2110116 ATTACHMENT1C Page 7 of 4 j Obtain a current (not niore thaPi two (2) inontl'ts old from the birl open date) list of M13E SUbcolitractor5 andlor soppifers from the City's MI BE Office, Yes Date of Usting ! l �No 3.) Did you solicit bids from MSE firms, within tho subcontracting andlor supplier areas previously listed, at Least ten calendar days prior to hid opening by mail, exclusive of the day the bids are opened? Yes (If yos, atiaah Mar Tnail listing to includo name of i4M an4 address orgd a dated copy of latter maIIed. I No 4.) Did you saIIcit bids from MBE firms, within tine subcontracting andlor selpplier areas previously listed, at lass, ten catendar days prior to bid openfng by telephone, exclusive of the clay the bids are openud7 Y05 {If yes. attac11 11et to 111cludo nGme of MBE firm" 2.E nli Cnnt$6kedI plione nurnber and dglq and one of cvrklacl. No 5.) Did you solicit bids from iMBE firms, within this subcontJracl(nq andlar supplier areas previously listed, at least ton calendar days prior to 6 1 d opening by fac*[mIle (fax), exclusive of the day the bids are opened? Yes 01 yes, attAch 1FIit to II10ude name of MBE firm, fax number and d g and C r►e of contact. I addition, If Ilie fax is returned as undellveFilbler then diet''undalivt�rabla c a nfJrm ation" received roust He printed direr fly from the facolmlle for proper doi.umenlatlan- FalPura to suhmkt a rFflrnr ,ion flr1��r "undfllE++arahCa caclfirmation" duGumentratlan may ran dfir tho CAFE nDn-rerporLslve.I o 6.) Did you solicit bids from MBE firms, within the subcontracting andlor supplier areas prevlously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? Yes Iif yes, attach ern all COW i irnalEon to InaILido naitie of MSS firm, 4jVk and t_ M&. Jn addIIIon, If an email N rellrrrlvd as u ndolivarahl e, Iran tfaat "undotiverabic inessago" recOpt must be printed direcIIy from the amali system Ior p►opor docLimentallori. Fiallure to subinIt confrrmailon andfor "ulidoIIverable rrlessapa" d oc uni antation may render Pile GFE< nee- respotlsiva.I No NCPTE: The four rnothods identified above are acceptahle for soliciting hips, and each selected rnethad must be applied to the applicable contract. The Offeror must document that either at least two attempts were made using two of the four methods ar that at least one successful contact was made using Gila of file four rnethocis in order to be deeined responsive to the Gopd..Faitii.Effoit'requirernen#. NOTE: The Offeror must contact the i?nlirc RIBE list specific to irach subcontr acti ig and suppfle, r � opportunity to be In i:;ompliance with questions 3 through 6- 7.1 Did you provide plans and spacificatioJns to potential MBEs? Yes No 8.) Did you provide the inlormation regarding the location of plans and specificatlons In order to assist the MBEs? Yes fJ o AirrAcEmrJ9' AD1-a ROV, V1 Oil 6 ATTACHMENT IC Page 3 of 4 9.j Did you prepare a quotation For the MBEs to ICId on goo ds Is e ry Ices specific to Shear skill set? Yes (I[ yes. attach a1I capieF. of 9001aIloFls,y �NO 10.) Was the contact information on any of the IlstIngs not valid? — —Yes cif Yas. attach ti,e InfunrtatiQn that was not Valid Ire order for IIhL� CHIN E1E 0111ce to address the corrections tteoflod,� No 11.) S ubmIt documentation if M BE quotes were rejected. Thy+ documenta€ion submlRed should be in tl1e Forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation (lie Offeror wishes to be considered by the City. In the event of a balsa Lida d1spute concerning quotes, the Offeror will Provide for confidential Ire -camera access to an Inspoctlon of any relevant documentation by City personnel, 1please use arlrlrflenaf sheets, If necessary, and attach.) Company Name I Telephone Contact person Scope of Work R"son for Raiectle n ADDITIONAL INFORMATION: Please provide additional information you tool will further explain your good and honest efforts to obtain MBE participation vn this projoct, The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or amployee of the City. Any intentional andfor knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three () years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shalt create a material breach of contract and may result in a determination of all irresponsible Offeror and debarment from participating in City work for a period of time not less than ono (1) year. JI'[ CAMIMIMT Apl-3 Rev. 711 V15 ATTACHMENT 1C Pago 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed waslwere contacted in goad faith. It is understood that any MBE(s) listed in Attachment 1C will be contacted and the reasons for riot usiRg there will be verified by tito it 's MNV13E Office. Authorized Signature Tale Company Marne Address citylauteop Printed Signature Contact Name and Title (if different) Phone Number Fax Number Eniall Address Date &TTAE:K4TIM' AM 3 Rai+. 21110115 Papa 1 ar 3 Fo P, T W fI.H CITY OF FORT WORTH /2\ '-MB'E Joint Venture Efigibilitv Form Air quesdons opinsf he anvvervd: fuss " N14 " If riot applfcalde. Nanie-of City.. pivjcct. _ A joint ve mm .For, n nml he complon p lad orpjw FPfBidtPurohnsing Number: 1. �Foiin[ voat�lrci��t'oi•�v�tin��: Joint Venture Name; Joint Venture }"4ddivsS: (ifrr pflcabl�r) Tblephorro; f csiiytils; E-mail a res:r: rcellular. fdmtify the rums tilat.colnp C-#be joint velmpa'e: FYffwe Allaaft extra # dwrt w Spmw Is raqujlrsd 10' provkfa defaMed VXpd$rralWS of work to be perforojad by vaM ffrm compdStrig Ure MBE firm h'on-MBA: irrm n IM o: name: Bus lims Addrcu-. Ai car qky, S Late, 7jp; Ciiy, State, T_ip- I'oiof+ha�s PSI xkmkle umil 7�lenlsnnc Fuuali»ik. 1 { fluler Cellular I cv-difkraiiun Sl WAI — E-MajI pd¢rrys IYrrmo of Ci)rlilYing Ageiacy; 2.'Scope of work perfarmed by the Joint Venlure: FIDescribe the Scope or work -of the MJBJZ- me Tribe nie sea pe-ar wur1c.of the roan -MBE: I f ATTAC.ij14;gT AD!-4 Jain[ Va3rtlom Paige 2 a! 3 3. What is the percentage or INTBE pnr•ticipatinrr Olt tlii�i Joint venture (bat you wish to be euunced toward Ineeting the prX)jcct ganl? 4. Attach a copy of the joint veutu re agreement. 5. foist componeni5 Uf mvuer'ship of joint veal wIV* (00:Jar Cnr}i{OI&C if IMF inybrirrruirm is fdrseribed in111h f nololler tigpvorrra+) Pru£lt and loss Sheri ig: Capital cuntributions, including Other applicable awrr rghip intemsts: 6. Men(I11y key nanrc, race, sex send fir•in tltu&e individnols �vrith tttiaa) who sire r'rspang 1ble far the day-to-day M nagement itnil decision MaldUg artfee joint venture; Fitrsxnaiial doeisians, (to in.hide Acquont Pa ynbk mid Rcuelyr e)- Iw miagellicni a. Utlrriating I b. Marketing and Sat.'s R� - :c. Hirbig and Firing of MaiiRgemeut I- personn�l - -- - d. P.rrrcl,asit4g of IrEajor egUiPmEa andraar gupplits - - Supprvision of Rfld vperaticio The City's Minority'arid Women Euslness Enterprise Office will review your joint venture submission and wall Dave f€teal aPProval of the MBE percentage applied to arcs the goal for the project listen erg this farm. NOTE. From and after the daW of project awafd, If any of the part iciparit5, the indivldvaIly defined scopes of work oT the, dollar amaunWpercentagen change from the orJginaIly approved In Form aIion, than the participants must inform the ity's MI BE Office irnmedlately for approval Any unjustified change or deletion shall be a matefial breach of contract and may result ir} debarmeni Jn accord with the procadures outllried In the Qty's SIDE Ordinance. A=A�MiM4'r AEU -4 Rev. 211UV15 J dnt Venturip _ peas 3 of � AFVMAVIT The undersigned affitins that tile, foregoing sWteJnen15 are true and core- ct and ineInde till inatifirW information net essary to identify and explain the i-enns and opiwration of the, joint veiltuiv, Fiuithermore, the undersignud ghg1l agree to provide tc) the Joint vt�piture tht- stated vc6lSt.' of work, decision -making responsibilities and payments i ��erein. The City also reserves Lhe right to requesi any additioaal information deemed nmomary to determine if thaioilll venture is eligible..F.dlure to cool)a.rata andlar providarequmW information within the Lithe spt:6 iwd is grounds for termination of the eligibility process. The undersipkA agree to permit audits, intervjM wiIli owners and examination of ilie books, reeonds-.and tiles of the Joint venturc by any audzt}rimd reprosentativies of tine City of Fort Worth. Failure to comply with Illis prsxvi'401) shall result is tile, terrrtillation of gray cantreat, which may be awarded under the previsions of this ,joint vcnture's eligibility ead way initiate action antler ,F-Moral, State andlor Local Ia siw%linuiice* concerning faNt; -Statements or Willfiti of facts. nmo efM13E 11sm � Nnr37e.aPnpn MaE firm Prlfated Nanic Whvnar Signature ofO+vna PriiIcd Nseem of O neo Sipmtkirc of Oymar fi��1C Dtl1r Stater 06 this priieted'Ni r6ctofOw►na Stg�xlUrcuiQwnor - — �rinted'�#�ano odtihvnar - SagRotule of V4i'J LC7 j 7-lifr Daic Notarization County of day of ,20 �, before me appeared and , to ine pmonaIIy known and Who, bi~i1ig duly sworn, dirt execute the forogo'tag affidavit and dirt state that they+ Were - properly Liithorizud to oxc cute this afFdnvii and did so as their free ac t and deed. Notary. Public - erint iaeeec Nof ary Public ,�il,rnALVE Ca rntnission Expirea Ono ATTAC301SWr AM 1 Rev. 2110116 ATTACHMENT 1A Page 1 ni A F"oT WORTH City of Fart Worth Minority Business Enterprise � [BBB Subcontractors/Suppliers Utilization Form OFFEROR CO PANY NAME: Check appiivabfe olnck to dnS6ribe J OLtarar J MJ�1or3t NON-hOCSC4 AI��,.IECT NAN4r=; 11 B10 DATA* City's M19E ProjptE Gaa(, Ii11 QRarar's MBE ProlffG! Cammitmertl, PaWecT NUMBER Identify all subcontractors/suppliers you will use on this project Failure to Cpr7,pa-Ae Ns form, in its entirety with requested documentation, and received by the Purchasing Divisipri rto Wer than 2-00 p,111, On t170 S&Gond City business clay after htd apertang, exclusive Of bid.CPentng date, �Yil: result Ih the bid being considered non-fesporlsive to bid specifIcations. The undersigned Offeror argrecs to enter into a forn)al agreement with. the MBE firms) listed rn this utilization 80110dLiI d. Coriditi3hed upon exacutiQn- of a contract wilh the City of Fort Wcirlh. Tare iWent ionaI andhor knowing rni5repYesl3ntation of tarts- is grounds for corosiderativn of disqualification and will resull io the bid being gi)n5idered-no n-responsive to. IDid s eolicratibh MBEs 11sted toward meeting the project goal must be located in the sloe (6) county Marketplace at the time of bald or the business has a Significant fusiness Presence In th* Marketplace. Markeiplace Is the geographic area of Tarrant, Dallas DentcnJohnsiDn, Parker, and Wise counties. Prime contractars must Idenitfy by tier level Of aI1 subQontrac4am/f upphers. Tler means the tovel of subcontracting below than prime contractor{consultant i,e. a direct payment trom the prima contractor to a subcantractor is considered 151 tier, a payruent 0.y a sUccontractor to its supplier is considered 2"6 tler_ The pri.me 06ntr�icto5 Is responsible to provide prbof of p�tymenf of all fiered subcantracturs idenVied as a NIBS and catin ing thr se dollars towards meeting the corltrMct 00171miltOd goal . ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. artif€cation means arose firms, I04�ated within the Markutplace, that Itzve been -deferrnlrred to be a brndafide minority business enterprise by the Borth CantraI Tex*gs Regional C a rtific a [ion Agency (N CTRGA) or uther'cs0ifyi119 agenrcias that the CIty may deem appropriate and acccpled by the City of Fort Wurtkr_ ff hauling services are utilized, ]he offeror will be given credit a.s iong as ine MBE listed umis 8nd claerates at least one fUlly Ilcensed and. oper$tianaf Iruck to be used on the contract The MBE may lease Trucks from anotlxer MBEfirm, including MBE owner -operated, and receive full MBE credit. Tire Iv1BE may lease trucks from non-MHEs, including owner -operated. but will only receive nre6t for the fees and c--ar-n missians eamed by [ire M F3tt as. outlined Ire t11e lease aQreeme.nt, A: iAr7iEWM nvt --s �IFRT i`()R�f3 ATTACHMENT to r� Pena 2 aF 4 offerors are required to Identify ALL subcrxnlrectarslsupplirrs, regardless-cf slalua, 1-8„ }1?j " ` i ` ! ? 10 - MBE firms EM3 to bU IGsted firsi., use addlGanal I if riecesawy. Please note lhat only c$r13Aed MBEs w111 be counted to meat -on goal. suBcON'rRACTOPJSUPPUE1R NC"i'F'2CA � ° C0111parly Name 1i Detalt Detail Address Tvlephoneli=ax I e 0 Subcontracting Supplies Dollar Ara aunt WWk Purchased En1a1I ConlaCt Person E $ E E El E I — L I ATTfSL"FIUM AVI - S Rev. 2110115 o a T V4 � , r�acrl 14 Pagege 3- 3�oF4 Ot[eror�i are required to Idontify ALL subcontractam/suppliers, rega4ew of atalus; i,e_. Jti+l�r# rily.: #. i ; -s MBE rrms era to kxR 1 Efstad flrd, use addhional shsels if necessary. Please tote that only certified MBEs Mill be counted to meet an MBE goal. I N�Tk�Ol4 .� SUBCONTRACTOWS U PP LI ER ! j Company Namer" Qeta]I I�etall Address I Subcotltracting 9UPpIIoS � w Dollar Amount Tolophone)Fax 4 $ M Work Purchased Email r F y Contact Person it FI I 1:1 — LI ❑ — E ATTATHE?VITM API 5 RIOV. 211Oil 6 1' f T '4�Ot Ili ATTACHMENT 1A Page d Df d T 'al Dollar Amount of MBESubcontractors/Suppliers Total Dollar Amount of Non-M BE S Libnontractorsl Uppilers i TOTAL DOLLAR AMOUNT OF ALL SUB ONTRA TOR I UPPLIFIR The 0. ffercr will not make additions, deletions. or subs 4tiidtions to this ceditiad I st without the prior approval of the Minority and Women Business Enterprise Oftice through the submItt8l .of a Request for Approval of ChangplAd it#on form- Any Linjustibed changn or deletion s h a I I be a material -breWl of contract and Fna y r,2suft In debarixnelit In accord with the procedures outlined-' in Ille. crdinanr.e., The Offeror sho l submit -a detailed explanation of how the requested changOaaddition or doleliail will affect [Ke MDE goal Ir the -detail e plartaticn 7s nit sLibrnitted, It wlui affect the final cornpliance dt�terrnlnaNjn. By affixing a signature to (his form, the Offeror furHier agrees to provide, dfrettiy to the City upon request, complete and accurate Information regarding actual work performed by all sUbcontractors, Including MBE(s) and any special arrangements with IVIBES_ The Offeror also agrees to allow an audit andlar examination of any books, records and flies bald by their company, The Offeror agrees to allow the transmission of interviews with owners. principals, officers, employees and applicable Subcontra ctorsfauppIiers pertidpat ing on the contract That will substantiate the actual' work performed by the MBE(s) an this contract. by an authorized officer or employee of the City. Any intent[anal and/or knowing misrepresentation of facts will be grounds for terminating the contract I-ebarment from City work for a period of not less than three (3) years and for Initiating action under Federal, .ate or Local Jaws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponslbie Offeror and debarment from participating in City work for a period of time not less than one (1) year. Anth orized SIgnature Printed SGgnature 'rifle CPWoat NamefTltle (if different) C:ofn"ny Name Telaphene andlor Fax Address E-m4ll Address citylst$torzip Data ATTACHEMTH A63-s iiay. 711QI15 ENWFM—W FORT WORTIFI City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY 11flh6 tot 0-60tlar vaicle of.I Ile conIract Is-$40,(F0.0 nor more, then a M 8E 5ubcvntrac2moat fs_atapllcWe, POLICE' STATEMENT it is The policy of the City of Fort Worth to ensure the full and equitable participation by Mlnerity l3uslness Enterprises (Mi3E) in the promurement of all goods and services. All requirements and regulations stated in the Clty's-current Business Diversity Enterprise Ordinance applies to lhis.blci_ MBE PROJECT GOALS The Clty5i MSE geal can this project Is 1A % of the base bid value of the Contract, Note; If bath MPE and SBE 9Lihcontme fing goals are established for this project, than an Offeror m ust submIt both a WISE UtiIlzatlon Farm and a 58E Utilization Farm to be doom ray ponRivo. COMPLIANCE TO jBI PECIFI ATIONS On City contracts W,000 or rnorea where a MBE svl contracting goal Is applied, Offerors are required to comply with the Intent of the Clly's Buslnsss Diversity EnterpMse Ordinance by one of the follovwing' 'I. Meet or exceed the above stated MBE goal through MBE su bcontracting participation, or Mee t eet or exceed the above stated MBE goal through II SE .toint Ventura participation, or; 3. Good Faith Effort docurnentatlan, or; 4. Prime Waiver documenta#lon. SUBMITTAL OF REQUIRED DOCU11117ENTATiON The appl1r,01le documents must be received by itie Purrji"inq l)iviwon, within the follnw - times allocated, In order Far.1he-pntira bid to ba cwsidared rpsponWve to the specification& ' En I i. Suhc*ntrao#or U01Ixatlon Farm, iF gos] as Mel or excee adl,. 2. Good Faith- Effort and Subcontractor wllimlan Form, if participation is less than Stated goal; 3. GaDd Faith Effort 'and Subcontractor Utilization Form, if na MBE particl atlon. 4, PHme Contractor Waiver Farm, if yoU W'l` parfarm all subcontractinrglsuppller ark, 8. Jotnt Venture Form. if goal is met or exceeded: recelved na later than 2:04 P.m„ on the second Clty busiress day after the bJd opening dates exclusive of Ihe- bld opening date, received no. lager than 2;00 p.m„ on the second City business day after the bld opening date, exclualue of the bid opening state, received no later than 2'00 P-m,, on the'second oily bdMness day afler the bid opening date, exclusive of the bid opertln Ld� received Pic later lhran 2:0 p.m., on the second City business day after the bid opening date, exclusive of the btd cpen ing dale. recelvel no later than 2,00 p,M.I on the second City business day after the bid opening date, exczjusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S SMNESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE 610 BEING CONSIDERED NON -RESPONSIVE TO SPECIFICATIONS. _ FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL, RESULT IN THE 131D BEING CONSIDERED NON-RESPONSIVJE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING NSQUALIFIED FOR A PER101D OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DI QUALIFICATION PERIOO OF THREE YEARS. Any questions, please conlacl Lhe Ml VUE Office at (817) 212-2614. Rcv,- fiUilS ArVALM mraT n[ei—fi CX-6o®i Wage Rates THIS ]SAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised February 2, 2016 P:Sprojec131031a1047-1912-0 Wyk ProdU-3 SPECSSriNAUAppendix\Appeodix.doe 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Dist rlbutor Operator 15,32 Asphalt Paving Machine Operator $ 1199 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving 9igd Strtit:wre5 14.12 Concrete Pavement Klnlshing Mac-Wne Operator 16,05 Concrete Saw Op rator $ 14.48 Crane Operator, Hydraulic 80 tons oT I(M $ 18.12 Crane Operator, Lattice 9owrn 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Toms 20,52 Crawler Tractor Operator * 14,07 Eiectriclan 10.80 Excavator OpeTater, 50,000 Rounds or less 17.19 Ekrr.wtvr 0per4tor, Over 50,000 pntjrids 16.99 Nagger $ 10.06 Form Vender/Setter, Structures $ 13.84 Farm Setter, Paving & Curb $ 13,16 Fptindation DFIII Operator, Crawler Mounted $ 17.99 Foundation 06l1 Operator, Truck Mounted $ .21,07 Front End Loader Operator, 3 CY or less 13:59 Front End Loader Operator, Over 3 CY $ 1432 Laborer, Common $ 10-72 Laborer, Utility $ 12.32 Loa der/Sackhoe Operator $ 15.18 Aftc nn[c $ 17,68 *iiIing Machine Operator $ 14.32 fvlotar Grader Operator, Fine Grade $ 17.19 Motor Gradet Operator, Rough $ 1&D2 Off Road Hauler $ 12.25 Pavement Marking Ma0ine Operator 1153 Npelayr S 13.24 Ri~claimet/Pulverizer Operator $ 11.01 RE!infercing St4eI Worker S 16.18 Roller 0per�ito(, A$philIt $ 13,08 € 0IIer Operator, 0thf2r $ 11.51 buraper Operator $ IZ96 Servirer $ 14.5S Small 511pfofm Machinr Operator .$ 15.96 Spreader Esau aperatoi $ 14.73 Trunk Priv r Lowboy -Float $ 15,24 Truck Driver Transit -Mix 14.14 Truck Driver, Sitlgle Axle $ 12.31 TrLgk Dflvef, Single or Tandcrn Ax€e Dump Tn,cl4 $ 17.62 Trtiltk Driver, T.andern Axle Tract -or with Semi Traller $ 1-2.$6 Weider S 14A4 Work. Zone BaWrade SUVICer 11,63 The Vavis-Bacon Act preval1iqg Wagta rates staown for Heimy and Highway aanstruMon Mods were detef mined by ilw Uri Itod States Department of Labor and turrent as tit Se p4 uwher 2013. The tltlLmr and destriptlons for the das�iflcatlons Ilsted aFe detailed In the AISC of Texas' Standard jab Class ifIcatlons and Dosc0ptlons For" Highway, Hr M, Utilities, and Industriai CoriittuO ion Ira TensL, 'age 1 of 1 ATTA,eraaExr AM -.7 %IXC®6009 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 F:lpmjccts103181047-1912-0 Wrk Prod\2-3 SPECSIFINALSAppendix4Appendix.dac Meadow Lakes and Jeakin Heights Sanitary Sewer Lnprovements City Project No. 01829 Approval Form Online version 11/2005 To Waiter Norwood City of Fort Worth 1000 Throckmorton St Fort Worth, TX 76102 APPROVAL Date 10/24/2018 Application No. FTW20181019153153 District App. No. 220N-SS-FM1220-18 Highway FM 1220 Control Section 207901 Maintenance Section North Tarrant County Tarrant TxDOT offers no objection to the location on the right-of-way of your proposed utility installation, as described by Notice of Proposed Utility Installation No. FTW20181019153163 (District Application No. 220N-SS-FM1220-18) dated 10/24/2018 and accompanying documentation, except as noted below. Not applicable When installing utility lines on controlled access highways, your attention is directed to governing laws, especially to Texas Transportation Code, Title 6, Chapter 203, pertaining to Modernization of State Highways; Controlled Access Highways. Access for serving this installation shall be limited to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right-of-way lines, connecting only to an intersecting roads, from any one or all of which entry may be made to the outer portion of the highway right-of-way for normal service and maintenance operations. The Installation Owner's rights of access to the through -traffic roadways and ramps shall be subject to the same rules and regulations as apply to the general public except, however, if an emergency situation occurs and usual means of access for normal service operations will not permit the immediate action required by the Utility Installation Owner in making emergency repairs as required for the safety and welfare of the public, the Utility Owners shall have a temporary right of access to and from the through -traffic roadways and ramps as necessary to accomplish the required emergency repairs, provided TxDOT is immediately notified by the Utility Installation Owner when such repairs are initiated and adequate provision is made by the Utility Installation Owner for convenience and safety of highway traffic. The installation shall not damage any part of the highway and adequate provisions must be made to cause minimum inconveniences to traffic and adjacent property owners. In the event the Installation Owner falls to comply with any or all of the requirements as set forth herein, the State may take such action as it deems appropriate to compel compliance. It is expressly understood that the TxDOT does not purport, hereby, to grant any right, claim, title, or easement in or upon this highway; and it is further understood that the TxDOT may require the Installation Owner to relocate this line, subject to provisions of governing laws, by giving thirty (30) days written notice. If construction has not started within six (6) months of the date of this approval, the approval will automatically expire and you will be required to submit a new application_ You are also requested to notify this office prior to commencement of any routine or periodic maintenance which requires pruning of trees within the highway right-of- way, so that we may provide specifications for the extent and methods to govern in trimming, topping, tree balance, type of cuts, painting cuts and clean up. These specifications are intended to preserve our considerable investment in highway planting and beautification, by reducing damage due to trimming. Special Provisions: You are required to notify TxDOT 48 hours (2 business days) before you start construction to allow for proper inspection and coordination of work days and traffic control plans. Use the UIR website for the 48-hour notification. DO NOT start construction until you have coordinated the construction start date and inspection with TxDOT. You are also required to keep a copy of this Approval, the Notice of Proposed Installation, and any approved amendments at the job site at all times. Texas Department of Transportation By Carlos San Martin _ Title Utility Coordinator District Fort Worth GC-6o24 Nondiscrimination THIS PAGE CLEFT INTENTIONALLY BLANK CITY OF FORT WORTH Meadow Ickes and Jenkin Heights Sanitary Sewer Improvements City Project No. W829 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 F:lprojecls\03E81047-1912-0 wrk Prod\2-3 SPECS\MALSAppmdix\Appendix-dnc GR-01 60 ®® Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH Meadow Lakes and Jenkin Heights Sanitary Sewer Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 01829 Revised February 2, 2016 F:lprojects1031 M047-0\2-0 Wrk Fmd12-3 SPECS MALSAppmdWAppendix,doc I 0 RT WO R T Hl'-) WATER DEPARYMENT Updated: September 5g 2018 The Fort Worth Water Department's Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department's Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department's Standard Specifications or is on the Fort Worth Water Department's Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A. Water & Sewer 1. Manholes & Bases/Components........................................................... 1 2. Manholes & Bases/Fiberglass............................................................... 2 3. Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4. Manholes & Bases/Frames & Covers/Round....................................... 4 5. Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6. Manholes & Bases/Precast Concrete .................................................... 6 7. Manholes & Bases/Rehab Systems/Cementitious................................ 7 8. Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9. Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer............................................................................... 10 11. Pipes/Ductile Iron................................................................................. 11 12. Utility Line Marker............................................................................... 12 B. Sewer 13. Coatings/Epoxy..................................................................................... 13 14. Coatings/Polyurethane..................................................................I....... 14 15. Combination Air Valves....................................................................... 15 16. Pipes/Concrete...................................................................................... 16 t 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE.......................................................................................... 19 20. Pipes/PVC (Pressure Sewer)................................................................. 20 21. Pipes/PVC*........................................................................................... 21 22. Pipes/Rehab/CIPP................................................................................. 22 23. Pipes/Rehab/Fold & Form.................................................................... 23 24. Pipes/Open Profile Large Diameter...................................................... 24 C. Water r25. Appurtenances....................................................................................... 25 26. Bolts, Nuts, and Gaskets....................................................................... 26 27. Combination Air Release Valve........................................................... 27 28. Dry Barrel Fire Hydrants...................................................................... 28 29. Meters................................................................................................... 29 30. Pipes/PVC (Pressure Water)................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement..................................................................... 34 35. Sampling Stations................................................................................. 35 CITY of FORT WORTH FORT WORTH, WATER DEPARTMENT STANDARD PRODUCT UST Updated: 09/05/2018 Note: All water or sewer nine larl?er than 15 inch diameter shall be anllroved for use by the Water Dana., hnent on a nroi ect sfleciFc basis. Sueriel beddin a may be reuvired For some nines,. Rater & Surer - Nwtl Wes j& $>im/Comonneuts 33-39-M(Rcv 2/3/16) - 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asali Kogyo K,K, Adeka Ultra -Seal P-201 ASTM D2240/D412/11792 04/26/00 3305 13 Offset Joint for 4' Di=. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for V Diam. MH. Press -Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 3305 13 HDPE Manhole Adiustment Rings L.adtech, Inc HDPE Adiustment Ring Non -traffic area 5113/05 33 05 13 Manhole External Wrap Canusa -'CPS WrapidScal Manhole Encapsulation System • From Original Si-- Products List Click to Return to able of Content s CITY OF FORT WORTH FORT WORTH, WATER (DEPARTMENT STANIDA" PRODUCT LIST Note: All water or sewer pipe larger than 15 inch diameter shall be aDDrOved for use by the Water Department on a project specil WakTj& Sewer _Almhols & $asesfl+�33-39-13 (1J$J131 1/26199 33 39 13 Fiberglass Manhole Fluid Containment, Inc. 08130l06 333913 Ifiberglass Manhole I L.F. Mmufactuting Updated: O9/05/2018 be required for Flou~ite ASTM 3753 Non -traffic area Non -traffic area ' From Original Standard Products List Clock to Return to the 'fable of Content 2 CITY OF -FORT WORTH FoRTi► oRTH,. WATER DEPARTMENT STANDARD PRODUCT LISP' Ail wazer or sewer pipe lamer than 15 inch diameter shall be approved for use by the Water Water & Sew er - Manholes & Bz! es rnmes & Cov4ruRect>aogular 33-0&13 (Rev 213/15 3305 13 Manhole Frames and Covers Western Iron Works Bass & Hays Foundry Updated: 09/05/2018 be reuuired for some 1001 1 f 24"x40" WD • From original sta ?roducts List dick to Return to able of Content CITY OF FORT WORTH FORT VORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/05/2013 Note; All water or sewer i e larger than 15 inch diameter shall be approved for use by the Water Department on a Droject s ecific balls. S ecial bed&q Ma be retrued for some gig -es. VYater & Sewex- MaAoles & Sam/FrpmLs * Onenolipandsrd f Dixudl 5-13 filer: MY] ' $3 05 13 Manhole .games and Covers Westem Iron Works, Bass & Heys Foundry 30024 24" Die. • 3305 13 Manhole Frames and Covers McKinley Iron Works Inc, A 24 AM 24" Dia, uqf y) 33 M D hlmdrnlc Francs awl C*vuv Nc®nh Fomdrr Rrf jT� _ AS?M AaE'dF ASV • n v'j'�la 047UI6 330711 tii kFrg pruilCovm Neenahfeumbti ASTM 4_dv TO N -�1 2 P6+2k,1 b_ 3305 13 wimiin� Frunres fq1 O Neemh Finis W 1 "4 _ A."M M9 & + ASaT4 M % DkQ4)76 3305 13 btmi df. Frame and C-'R" Neenah Foundry R-171J•W f mgdl As7M A4a 8 A4 wren Rpm d(s 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 3305 13 Manhole Frames and Covers Sigma Corporation MH-143N 3305 13 Manhole Frames and Covers Pant -A Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10131/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Die. 7/25103 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-REFS 30" Die. 01/31106 33 05 13 30" DI MH Ring and Cover East Jordan Iron Works V 1432 2 and V1483 Designs AA5HTO M306-04 30" Die, 11/02110 3305 13 30" DI MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Die 07/19/11 33 05 13 30" DI MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Die 08/10/11 33 05 13 30" DI MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Die 30" ERGO XL Assembly 10/14/13 33 05 13 30" DI MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPl=-Gasket ASSHTO M105 & ASTM A536 30" Die 06/01/17 34 05 13 30" DI MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. SCDH 3000, Std, Dbl Hinge Non-Metalie Ring 08/24/17 33 05 13.0I 30" DI MH Ring and Cover (Hinge & Lock) Composite SewperCover and Cover w/Lock HD/FRP Composite 30" Die. * From Original Standard Products List Click to Return to the Table of Content 4 CITY OF FORT WORTH FORT WORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Note:.All water or sewer vine larger than 15 inch diameter snail be approved for use by the Water Department on a proiect specific basis. Special RrAi &e -&Sewer- Manhalra do Ba9es+'1?* TirbI M-0.1,13 fRev 213110 * 3305 13 Manhole Frames and Covers Pont-A-Mousson Pamtight * 33 05 13 Manhole Frames and Covers Neenah Casting * 330513 Manhole Frames and Covers Western Iron Works ass & Hays Foundry 300-24P * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. %'PA24AN1 03/08/00 3305 13 Manhole Frames and Covers Accucast RC-2100 04/20/01 3305 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover Updated: O910512O18 be reaWred for some ASTM A 48 ASTM A 48 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. 24" Dia. * From Original St Products List Ock to Return tc 'able of Content 5 CITY OF FORT WORTH STANDARD PRODUCT LIST Note: All water or sewer pipe lar er than 15 inch diameter shall be Divroved for use by the Water Department on Matsr Scw-er- i4i2gboles & Bases/Precast Concrete (Rev 118(13) " 3339 10 Manhole, Precast Concrete Hydro Conduit Corp * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. * 33 39 10 Mznhole, Precast Concrete Forterra(formerly Gifford -Hill, Hanson) I 04/26./00 3339 10 MH, Single Offset Seal Joint Forterra(formedv Gifford -Hill, Hanson) 09/231,96 3339 10 Manhole, Precast Concrete Concrete Product Inc_ 05/08/18 5339 10 Manhole, Precast Concrete The Turner Company 10/27/06 33 39 10 Manhole, Precast Concrete Oldcasde Precast Inc. 06.109/10 3339 10 Manhole, Precast (Reinforce Palymer)Conewe US Composite Pipe basis. SPL Item 449 Type F Ding 35-0048-001 48" I_D. Manhole w; 32" Coot 48", 60" I.D. Manhole w/ 32" Cone 48" I_D. Manhole w! 24" Cone Reinforced Polymer Concrete be Updated: 09/05/20I 8 ASTM C 478 48" ASTM C443 48" ASTM C 479 48" ASTty! C 478 48" Diam Mkl ASTM C 478 48" wi32" cone ASTM C 479 48", 60" ASTM C 478 48" Diam w 24" Ring, ASTM C-76 48" to 72" * From Original Standard Products List Click to Return to the Table of Content 6 CITY OF FORT `11WORMFORT 1�1��T ORTM, WATER DEPARTMENT STANDARD PRODUCT (LIST Note: All Water or sewer DiDelarger than 15 inch diameter shall be ariproved for use b j the Water Department on a projert specific basis. Special bedd i IW_s_ibr_dc.Sewer - N1anLn.*es & B2sesJReb2h Svstrmsi(:enf pt�tSous I EI-14 Manhole Rehab Systems Quadex 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSP EI-14 Manhole Rehab Systems APIA Permaform 4/20101 EI-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System I 5/12/03 E 1-14 Manhole Rehab System (Litter) Poly -triplex Technologies MH repair product to stop infiltration 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Updatcd: 09105/20118 be reouired for some nines. ASTM D5813 Mist. Use From Original Stai Iroducts List Click to Return to, able of Content 7 CITY OF FORT WORTH FoR'T WOR,cTH® WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water or sewer nitre lareer than 15 inch diameter snail be aDDroved for use by the Water DeDartment on a Droiect suecific basis. �,Na#cr & Sewer - N12nbalcs & 1325e-Achab S-.5t %1Ni4-)CemenfitiauS 05/20/96 EI-14 Manhole Rehab Systems Sprayroq, ' EI-14 Manhole Rehab Systems Sum Coast 12/14/01 Coating For Corrosion protection(Exterior) ERTECH 01,3I/06 Coatings for Corrosion Protection Chesterton 8/29/2006 Coatings for Corrosion Protection Warren Environmental 08/30/06 Coatings £or Corrosion Protection Citadel 33 05 16,33 39 10,33 03/19/ I S 3920 Coating for Corrosion protection(Exterior) Sherwin Williams Stray Wall Polyurethane Coating Series 20230 and 2100 (Aspbatic Emulsion) Arc 791, SIBB, S1, S2 S-30Iand M-301 SLS-30 Solids EoO/-,,v RR&C Dampproofing Non-fibered Spray Grade (Asphatic Emulsion) Updated: 09/05/2018 ASTM D639/D790 For Exterior Coating of Concrete Structures Only Acid Resistance Test Sewer Applications Sewer Applications Sewer Applications For Exterior Coating of Concrete Structures Only * From Original Standard Products List Click to Return to the Table of Content 8 FORT WORTH, Note: AD water or s"rer nine 1; CITE' OF FONT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST 15 inch diameter shall be anoroved far use by the Water Denartment on a WaW & Sewer- Manhole inserts- Fiejjj Onerntions Usr Only iRry 2131161 ^Manhole I * 33 05 13 Insert Knutson Enterprises * 330513 Manhole Insert South Western Packaging * 33 05 13 Manhole Insert Noflowinflow I 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. I 09/23/96 3305 13 Manhole Insert Southwestern Packing & Seals, Inc. basis. Made to Order - Plastic ASTM D 1248 Made to Order - Plastic ASTM D 1248 Made to Order - Plastic ASTM. D 1248 Lifesaver - Stainless Steel TetherLok - Stainless Steel Updated: 09/05/2018 For 24" dia. For 24" dia. For 24" dia. For 24" dies. For 24" dia * From Original5ta products List pick to Return to able of Content 9 r.- Note: All water or sewer nine la CITE' OF FORT WORT14 WATER DEPART 1 ENT STANDARD PRODUCT LIST Updated: 09/05/2018 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some nines. W2ter & Sewer - Plue Casing S"c!!133-1 S 24 (0710111 1� T I 11/04/02 Steel Band Casing Spacers Advanced Products and;yst=. Inc. 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. I 04/22A7 Casing Spacers Cascade Waterworks Manufacturing 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator 09/14.%10 Coated Steel Casin Spacers Pipeline Seal and Insulator 051101,111 Stainless Steel Casing Spacer Powerseal 03/19/18 Casing Spacers BWM 03/19/18 Casing Spacers BWM Carbon Steel Spacers, Model SI Stainless Steel Spacer, Model SSI Casing Spacers Stainless Steel Casing Spacer Coated Steel Casin Spacers 4810 Powerchock SS-12 Casing Spacer(Stainless Steel) FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing Up to 48" Up to 48" Up to 48" x From Original Standard Products List Click to Return to the Table of Content 10 FoRT WORTH., Note, A11 water or newer lolDe 12rurerthan 1 S i:Ilsh diameter shah be approved for is W}rater & Sexrer - PkegT3tclele Irew T-U- if fflMw �— • 33 11 10 Ductile Iron Pipe OgTV]# 33 11 le 1)L%M c ban Pipc — cla 11 .23 it 14 _ _ Q "Ir.Pier. " 33 11 10 Duc&e Iron Pipe « 33 1110 Ductile Iron Pipe CITE' OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT (GIST basis. be Updated: O9/O5/20118 Griffin Pipe Products, Co. Super Bell -Tice Ductile Iron Pressure Pipe, AW WA C150, C151 3" thin 24" ktnmr.mi Dwrislm isnn P" C'c Murwap Famuc Pipe {BgA,S AWWA t� 150, C151 I 4" Wan 3U" + nw icm Duc bit [ton P:Uc i:'L, m*rw-m; FlicxAiF¢SRevhraaed lnnoi hR'WA C150.Cil1 r O- 61a34 ' U.S. Pipe and Foundry Co. AWWAC150,CI51 McWane Cast Iron pipe Co. AW WA C150, C151 • From Original Sta ?rodutts List Ock to Return to able of Content 11 CITY OF FORT WORT14 FoR L ®R.TH� WATER DEPARTMENT STANDARD PRODUCT LIST Note: All water or sewer wive lamer than 15 inch diameter shall be avvroved for use by the Water Department on a Watqr & Sewer - Utffty 1jar, Atorker (OMV49191 Updated: 09/05/2018 be required for some * From Original Standard Products List Click to Return to t.e Table of Content 12 FORT WORTH Note: All water or sewer raise h than 15 inch diameter shall be 5k±ver-Coafinr#E"xv 33-34-60f0141$fi3) 1 02/25/02 Epoxy Lining System 12/14/01 Epoxy Lining System 04/14/05 Interior Ductile Iron Pipe Coatirm 01/31/06 Coatings for corrosion Protection 8/2$/2006 Coatings for Corrosion Protection CITY OF FONT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST for use b the Water fie artment nn a roiect s ecific basis. i Sauereisen, Inc Ertech Technical Coatings induron Chesterton Warren Environmental SewerGard 210RS Ertech 2030 and 2100 Series Protecto 401 Arc 791, S 1HB, S 1. S2 5-301and M-301 be required for LA County #210-1.33 ASTM B-117 Acid Resistance Test Updated: 09/05/2018 Dnctik Iron Pipe Only Sewer Applications Sewer Applications * From Original Sta ?rodutts List Click to Return to able of Content 13 FORT WORTH,.. Note: All than 15 inch diameter shad be jlSewer - r"3 tings,+'plAvurethane CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT L,IS'T' for use by the Water Department on a for Updated: 09/05/2018 « From Original Standard Products List Click to Return to the Table of Content 14 CIT`lA.' OF FORT WORTH FORT ORTHo WATER DEPARTMENT STANDARD PRODUCT LIST Updated:09/0512018 Note: All water or sewer Qipe)arg±r than :5 inch diameter shall be aqRroyed for use b the Water Department on a proiect Recific basis. Special bedding !na be re aired for some i es. Approval Sper Nip. Cluissificution Nlanufarfurer N1061 N;11111"al Spec silt Sewer- Comb i tion 4ir Valves. 05, 25/18 33-31-70 F3Faea®e Valve ARI. USA, Inc. D025UP02(Comnosite Body} r " From Original Sta ?roducts List Click to Return to able of Content is 1 Note: All water or sewer oitie lareer than Sewer -YiDe /Cmerete * El-04 Cone. Pipe, Reinforced " El-04 Conc. Pipe, Reinforced • El-04 Cone. Pipe, Reinforced • El-04 Conc. Pipe, Reinforced CITE' OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST se by the Water Denartinent on a nroiect sDecil WON Concrete Pipe Co. Inc. Hydro Conduit Corporation Hanson Concrete Products Concrete Pipe & Products Co. Inc. Class III T&G, SPL Item #77 be ASTM C 76 ASTM C 76 ASTM C 76 ASTM C 76 Updated: 09/O5/2018 * From Original Standard Products List Click to Return to the Table of Content 16 CITY of FORT WORTH FORT ®R i H, WATER DEPARTMENT y STANDARD PRODUCT LIST Note: All water or sewer i e ]a er than 1S twh diameter shall be approved far use b the Water De artrrtent orr a rof ect s cif �Wm Srwer -Pine F`ola rgmelat Svg m Me&ad133 31-23 (01/1&W1 PIM System PIM Corpomon F McConnell Systems McLat Construction f TRS Systems Trenchless Replacern at System Updated: 09/05/2018 c basis Special bedding may be required for some pipe& 01 Polyethylene PIM Coro., Piscata Way, NJ, Approved Previously Polyethylene Houston, Texas Approved Previously Polyethylene Calgary, Canada Approved Previously " From Original St, Products List Click to Return to j able of Content 17 Note: All water or sewer pipe larger than 15 inch diameter shall be approved fe Sewer- Piped er lus Ropfarced ig)p3MI43(1MIt3Z 71/21/97 33 31 13 Cent. Cast Fibeviass 03/22/10 33 31 13 Fiberglass Pipe 10/30/03 Glass -Fiber Reinforced Polymer Pipe 4i 14/05 Polymer Modified Concrete Pipe WWI 0 El-9 Reinforced Polymer Concrete Pipe CITY OF FORT NORTH WATER DEPARTMENT STANDARD PRODUCT LIST Hobas Pipe USA, Inc. Ameron Thommolk Piaa ilnacn Amitech USA US Composite Pipe Hobas Pipe (lion -Pressure) Bondstrand RPMP Pipe Flowtite Meyer Polycrete Pipe Reinforced Polymer Concrete Pipe Updated: 09/05/2018 be required for some i es. ASTM D3262,03754 ASTM D3262ID3754 ASTM D3262ID3754 ASTM C33, A276, F477 S" to 102% Class V ASTM C-76 * From Original Standard Products list Click to Return to the Table of Content 18 FORT O RTH. Note; All water or sewer ;pipe h than 15 inch diameter shall be Sewer er - PimmMIDPE 33-31-23(1 /81131 ' High -density volvethAw. pipe " High -density polyethylene pipe High -density polyethylene pipe f High density volvethvlene pine CITY OF FORT WORTH WATER. DEPARTMENT STANDARD PRODUCT LIST se by the Water Department on a nroiect snecil Phillips Driscopim, Inc. Plexco Inc. Polly Pipe, Inc. CSR Hydro ConduidPiveline Systems Opticom Ductile Polyethylene Pipe McConnell Pipe Enlargement be reau i red fa r ASTM D 1249 ASTM D 1248 ASTM D 1248 ASTM D 1248 Updated: 09/05/2018 * Prom Original St& Products List Click to Return to 2ble of Conter•.t 19 FORT WO R,R H, Note: All water or sewer p i e larger than 15 inch diameter shall be approve 1Stwer- PjAmTVC (Pressure 5ewrr) 33-11-12 NA 1I 12102A 1 33-11-12 DR-14 PVC :Pressure Pipe 10/22/14 I 33-11-12 IDR-14 PVC Pressure Pipe CITY OF FOR WORTH WATER DEPARTMENT STANDARD PRODUCT LIST se by the Water Department on a vroiect specific basis. Updated; C-9105/2018 be required for some pipes. P,p: life ita -tam PVC Pressure Pi A%V�;A C900 4" tluu 12' e' Pipe Royal Building Products Royal Seal PVC Pressure Pipe ANN VdA C900 4" fl" 12" From original Standard Products List Click to Return to the Table of Content 20 CITY OF FORT WORTH FORT FORTH.- WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/05/2018 Note: All water or sewer DIRe 1 er than 1S inch diameter shall be a oved for use by the Water Depamnent on a arviect si2ecific basis. S cial bedding maX be required For some Dives. Swer • Piaes/rvc* 33-31-20 (711 Q1 • 33-31 20 PVC Sewer Pipe Certain -Teed Products Corp ASTM D 3034 4" tiro 15" 33-31 20 PVC Sewer Pipe Navoo Manufacturing Corp ASTM D 3034, D 1794 4" & 8„ * 33-31:20 PVC Sewer Pine J-M Manufacturine Co., Inc. QM Eagle) ASTM D 3034 4" - IS" 12/23/97" 33-31 20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 and SDR-35 ASTM F 789, ASTM D 3034 4" thru 15" * 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15" 33-31-20 PVC Sewer Pipe Royal Building Products Royal Seal Solid Wall Pine SDR 26 & 35 ASTM 3034 4" drru 15" 01/19/19 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15" 11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27" * 33-31-20 PVC Sewer Pine J-M Manufacturing Co. Inc. (JM Ea0e) ASTM F 679 18" - 27" 09/l t/12 33-31-20 PVC Sewer P' p Pll'i1]]efif�e Jet Stream SDR-26 and SDr-35 ASTM F-679 18" OSID6/05 33-31-20 PVC Solid w Pipe Diamond Pleat Corporation PS 46 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Marco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034. D-1784, etc 4" -15" * 33-31-20 PVC Sewer Fittings Plastic Trends, In.c Gasketed PVC Sewer Main Fittings ASTM D 3034 11/17/99 E100-2 Closed Profile PVC Pipe Diamond Plastics Corporation ASTM 1803/F794 18" to 48" 3/19/2018 333120 PVC Sewer Pipe Pipelif- Jet Stream SDR 35 ASTM F679 18"--24" 3AW2018 333120 PVC Sewer Pipe PiDdife Jet Stream SDR 26 ASTM D3034 4"-15" * From Original Sta Products list Click to Return to able of Content 21 Note: All water or sewer i e law er than 15 inch diameter shall be r Qr cw'cr- Pines?F4Fi1��?!'CIYP 33-?1-12 11`181131 Cured in Place Pipe 05/03/99 Cured in Place Pipe 05/29/96 Cured in Place Pipe CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST insituform Texark. Inc National Euvirotwh Group National Liner. (SPL) Item #27 Reynolds Inc/inliner Technoloy (hdiner USA) Inliner Technology Updated: 09/05/2018 be required for some pipes. ASTlti1 F 1216 ASTM F-1216/D-5813 ASTM F 1216 * From Original Standard Products List C[lck to Return to the Table of Content 22 CITY OF FORT WORTH FORT WORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Note: AU water or sewer nine lareer than.15 inch diameter shaft be aonroned for use by the Water Denartmenton a nroiect specific basis. Updated: 09/05/2018 Sm-t,r - Pipesf8ghabTald & Form - - — ' Fold and Farm Pine Cullum Pipe Systems, Inc. I1/03198 Fold and Form Pipe hrsituform Technologies, Inc. Insi4rform "NuPIm" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12104/00 Fold and Form Pipe Ultralmer L'ltraliner PVC Alloy Pioeliner ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Cote. EX Method ASTNI F-1504, F-1947 Up to 18" diameter * From Original Sti Products List Click to Return to able of Content 23 FORT WORTHe Note: All water or sewer pipe larser than 15 inch diameter shalt be SenV - PjpesX�wp IPrflfle Large Diameter 09/26/91 E100-2 PVC Sewer Pipe, Ribbed 09/26/91 E100-2 PVC Sewer Pipe, Ribbed E100-2 PVC Sewer Pipe. Ribbed 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall 05/16/11 Steel Reinforced Polyethylene Pipe CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST for use by the Water Department on a project specific basis. Lamson Vvlon Pipe Carlon Vvlon H.C. Closed Profile Pipe, Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe Uponor ETI Company Advanced Drainage Systems (ADS) SarnTite HP Double Wall (Corrugated) Advanced Drairwt Systems (ADS) SaniTite HP Triple Wall Pipe ConTech Construction Products Durmaxx be Updated: 09/05/2018 ASTM F 679 18" to 48" ASTM F 679 19" to 48" ASTM F 2736 24"-30" ASTM F 2764 30" to 60" ASTM F 2562 24" to 72" " From Original Standard Products List Click to Return to the Table of Content 24 FORT ORTH4. r CITY OF FORT WORTH WATER DEPARTMENT ME1�T STANDARD PRODUCT LIST Updated: 09/05/2018 weer - ApAWIpgM res 33-Ua a WtOV A 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AW WA C800 I"-2" SVC, up to 24" Pipe 08/29/02 Double Strap Saddle Soeith Blair #317 Nylon Coated Double Strap Saddle 07/23/12 33-I2-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AW WA C800 1"-2" SVC, up to 24" Pipe 10/27/97 Curb Stops -Ball Meter Valves McDonald 6100M,6100MT & 6I0MT 3/4" and I" 10/27/97 Curb Stops -Bali Meter Valves McDonald 4603B, 4604B, 6IWK 61007'M and 6101M I W' and 2" FB600.7NL, FB1600-7-NL, FV23-777-W-NL, 5/25/2019 33-12-10 Curb Stops -Ball Meter Valves Ford Meter Box Co., Inc, L22-77NL AW WA C800 2" FB600-6-NI, FB1600-6-NL, FV23-666-W-NL, 5WI2018 33-12-I0 Curb Stops -Ball Meter Valves Ford Meter Box Co., ine. L22.66NL AW WA C800 1-1/2" FB6004-NL, FB1600-4-NL, B11-444-WR-Ni., 5/25/2018 33-12-10 Curb Stop 4hM Meter Valves Ford Meter Box Co., Inc. B22444-WR NL, L2"NL AW WA C800 1" B-25000N, B-24277N-3, B-20200N-3, H- AW WA C800, ANSF 61, 5125/2/11 33-12-10 Curb Stow -Bag Meter Valves Mueller Co., Ltd. 15000N, , H 1552N, H142276N ANSI/NSF 372 2" B-25000N, B-2020014-3, B-24277N-3,II- AW WA C800, ANSF 61, 5l25/201 S 33-12-10 Curb Stop -Ball Meter Valves Mueller Co., Ltd. 15000N, H-14276N, H-15525N ANSUNSF 372 1-1/2" B-25000N, B-2020014-3X I5000N, H- AW WA C800, ANSF 61, I 5/25/2018 33-12-10 Curb Stops -Ball Meter Valves Mueller Co., Ltd. 15530N ANSI/NSF 372 1" I 01/26/00 Coated Tapping Saddle with Double SS Straps 1CM Industries, Inc. #406 Double Band SS Saddle V-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) 1CM Industries, Inc. 412 Tapping Sleeve ESS AW WA C-223 Up to 30" w/12" Out 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 240 AW WA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AW WA C-223 Up to 24" w/12" Out 02/29/12 33-12 25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 03/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-IEPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-lEPAF FTW 08/30/06 Plastic Meter Boxw/Comoosite Lid DFW Plastics Inc. DFW65C-14-IEPAF FTW Class "A' Concrete Metes Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 From Original St, Products List Click to Return to :able of Content 25 t CITY OF FORT WORTH r4ART ORTTH WATER DEPARTMENT - STANDARD PRODUCT LIST Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. xM= M-- r MW - �Water- Bins_ ats and J;Rakeb 33-1145 MAIM Updated: 09/05/2018 be reouired for some nines. " From Original Standard Products List Click to Return to the Table of Content 26 oRT ORTHt 15 inch diameter shall be Water - C11.%bi nation Air Release 3331-7 QI±k 3) • E1-11 Combination Air Release Valve • EI-11 Combination Air Release Valve • El -I I Combination Air Release Valve CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT ]LIST GA Industries, Inc. Multiplex Manufacturing Co, Valve and Primer Corp. on a project Updated: 09105/2018 Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts Crispin Air and Vacuum Valves, Model No. APCO #143C. 9145C and # 147C * From Original Stt 2roducts List Click to Returns to ab[e ofi Content 27 FORT WORTN. Note. All water or sewer pipe lar er than 15 inch diameter shall be approves � ► r [Water _Dry Barrtl Fire Hvdrania 33-12-4D (4111:5f14) I 16/01/87 E-1-12 Dry Bartel Fire Hvdrant I 03/3ll88 E-1-I2 Dry Barrel Fire Hydrant 09/30/97 E-1-12 Dry Barrel Fire Hydrant I 01/12/93 E-1-I2 Dry Barrel Fire Hydrant QV2,4188 E-1-I2 Dry Bartel Fire Hydrant E-1-I2 Dry Barrel Fire Hydrant 09/24./87 E-1-12 Dry Barrel Fire Hydrant 10/14/87 E-1-12 Dry Barrel Fire Hydrant 01l15.'88 EI-12 Dry Barrel Fire Hydrant 10/09/97 E-1-12 Dry Barrel Fire Hydrant 09/16/87 E-1-12 Dry Barrel Fire Hydrant 08/12/16 33-12-40 Dry Barrel Fire Hydrant CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST for use by the Water Department on a oroiect specific basis. Special beds Drawing Nos. 90-18608, 94-1060 Shop Drawing No. 94-18791 Shop Drawing No. D-19895 Model 2700 Drawings D20435. D20436, B20506 Shop Drawing No. D-807S3FW Shop Drawing No. 13476 Shop Drawings No, 6461 A-423 Centurion Shop Drawing FH-12 A-423 Super Centurion 200 Sbop Drawing No. 960250 Shop Drawing No. SK740803 WaterMaster 5CD250 American-Daz1ing Valve American Darling Valve Cloy Corporation American AVK Company Clow Corporation 11TKennedy Valve M&H Valve Company Mueller Company Mueller Company U.S. Pipe & Foundry Waterous Company EJ (East Jordan Iron Warns) for AWWA C-502 AWWA C-502 AR'WA C-502 AWWA C-502 AWWA C-502 AW WA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 Updated. 09/05/2018 * From Original Standard Products List Click to Return to the Table of Content 28 CITY OF FORT WORTH FORT ORTH, WATER DEPARTMENT STANDARD PRODUCT LIST Updated: O9/05/2018 Note: All water or se*hrer Ljae laruMr than 15 inch diameter shall be a roved for use bv the Water Denartment on a moiect s ecific basis. S ecial heddinr_ maybe reuired for some Dipes. Waiter - Meter- I 02:05:93 E101-5 Detector Check Meter I Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AW WA C701, Class 1 3/4" - 5" * From Original St Products List Click to Return, tt ;able of Content 29 CITY OF FORT WORTH FORT !° ��y ORTH, WATER DEPARTMENT STANDARD PRODUCT MST Updated- 09/05/2O18 All water or sewer i e larger ft than 25 inch diameter shall be approved for use b the Water De artment on a project specific basis. Special beddingmay be required for some pipes. Water- 14Res/PVC f remre Water) 33-31-7(9119An3) AWWA C900, AWN& A C605, 01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe ASTM D1784 41-42" 3/19/2018 331112 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 V-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelifc Jet Stream DRIB AWWA C900 16"-24" 5/25/2019 34 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2019 341112 PVC Pressure Pipe Diamond Plastics Corporation Trans 21, DR 14, DR 18 AWWA C900 16",-24" * From Original Standard Products List Click to Return to the Table of Contert 30 FORT ORTH, Note: All water or sewer thin 15 inch diameter shall be CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST W9ter - Finea/Valvea.& FiftoMudfle I n Fittio u 33-11-11 (01 MV13) 07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. * E1-07 Ductile Iron Fittings Griffin Pine Products, Co. * ET-07 Ductile Iron Fittings McWanerfyler Pine! Union Utilities Division 08/11/98 EI-07 Ductile Iron Fittings Sigma, Co. i 02/26/14 E1-07 MJ Fittings Accucast 1 05/14198 El-07 Ductile Iron Joint Reawnts Ford Meter Box CoATni-Flange 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange 11/09/04 El-07 Ductile Iron Joint Restraints One Bolt, Ina. 02/29/12 33-11-11 Ductile Iron Pine Mechanical Joint Restraint EBAA Iron, Inc. 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. 08/05/04 E1-07 Mechanical Joint Retainer Glamds(PVC) Sigma, Co. 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sienna, Co. 08/10/98 EI-07 MJ Fittino(DIP) Sigma, Co. 10/12/10 EI-24 Iutenior Restrained Joint System S & B Ted3incial Products 08/16/06 E 1-07 Mechanical Joint Fittings SIP Industries(Serampore) 11/07/16 33-11-1I Mechanical Joint Retainer Glands Star Pine Products, Inc. 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe ProdnUs, Inc. 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Indust ies(Seramoore) 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) 03/19/18 33-11-I1 Mechanical Joint Retainer Glands SIP Industries(Sersmpore) Mechanical Joint Fittings Mechanical Joint Fittings Mechanical Joint Fittings, SSB Class 350 Mechanical Joint Fittings, SSB Class 351 Class 350 C-153 MJ Fittings Um -Flange Series 1400 Uni Flange Series 1500 Circle -Lock One Bolt Restrained Joint Fitting Megaltg Series 1100 (for DI Pipe) Megalug Series 2000 (for PVC Pipe) Sigma One-i ok SLC4 - SLC10 Sigma One-Lok SLCE Sigma One-Lok SLDE Bulldog System ( Diamond Lok 21 & JM Eagle Mechanical Joint Fittings PVC Stargrip Series 4000 DIP Stargip Series 30M EZ Grip Joint Restraint (EZD) Black For DIP EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe EZ Gip Joint Restraint (EZD) Red for 0900 DR18 PVC Pipe Upd2ted: V)/05W8 AW WA C153 & C I10 AW WA C 110 AWWAC153,CI10,CIII AW WA C 153, C 110, C 112 AW WA C 153 4"-12" AW WA Cl ll/C153 4" to 36" AW WA C l l l/CI53 4" to 24" AWWAClll/Cll6/C153 4" to 12" AWWACIII/Cll6/C153 41,to42" AWWACIll/CI16/CI53 411to24" AWWACIII/C153 4" to 10" AW WA CI I1/C153 12" to 24" AW WA C 153 4" - 24" ASTM F-1624 4" to 12" AW WA C153 4" to 24" ASTM A536 AW WA C 1 I1 ASTM A536 AW WA CI I I ASTM A536 AW WA Cl I 1 3"-48" ASTM A536 AW WA Cl 11 4"-12" ASTM A536 AWWA CI I1 16"-24" * From Original %. Products List Click to Return to able of Content 31 FoR� Hm CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/05/2018 W9ter-Fiaeslti'a)ve5 & FijV p-3ARv-ifivnt Sezited Gate Valve* 33-12-1,qp WV'13r15) Resilient Wedged Gate Valve w/no Gears American Flaw Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" O8131199 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" 10/24/00 EI-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile iron) AWWA C515 4" to 12" 08/05 04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 El-26 Resilient Wedge Gate Valve American AVY Comparry American AVK Resilient Seaded GV AW WA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Crate Valve American AVK Company 20" and smaller E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" * E1-26 Resilient Seated Gate Valve M&H 4" - 12" * FI-26 Resilient Seated Gate Valve Mueller Co. 4" - 12" 11/OS%99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 1 V-24" (SD 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AW WA C515 30" and 36" O1/31.106 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 49" 01/28/88 BI-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-209951 AW WA C515 16" 11/08/99 81-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller I V29104 Resilient Wedge Gate Valve Clow Valve Co. Clow 50" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/34/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 4$" ote 3) 45/08/91 EI-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" ASTM A 276 Type 304 - Bolts & rv,ta EI-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Metroseal250, requirements SPE #74 3" to 16" 10/26/16 33-12-20 Resiliem Seated Gate Valve EJ (East Jordan Iron Works) F3 Flowlvlaster Crate Vahe & Boxes 4*24" IN pnelsrni realm Ilit! V.1.- _,. M:t AWWAIAM 0 MdAral.I$ -rim It, * From Original Standard Products List Click tO return tO the Table Of Content 32 FORT WORTH. Note: All water or sewer nine h CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT IBIS' shali be approved for use by the Water Department on a project specific bast+;. DWAW-PlneaNitves & /[iubbe; Sated llot#erfly Valve ,33--1Z-Z1 (0711O114) ' E1-30 Rubber Seated Butterfly Valve Hems Matt Co. • E1-30 Rubber Seated Buttertiv Valve Mueller Co. 1l1IM9 E1-30 Rubber Seated Butterfly Valve Dezu & Valves Co. 06/12/03 E1-30 Vabnatic American Butterfly Valve Valmatic Valve and Manufacturing Corn. 04/06/07 EI-30 Rubber Seated Butterfly Valve M&H Valve 03/19/19 33 1221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) Updated: 09/05/2018 be reauired for some AW WA C-504 24" AWWA C-504 24"2nd smaller AW WA C-504 24" and larger Vabnatic American Butterfly Valve, AW WA C-504 Up to 94" diameter M&H Style 4500 & 1450 AWWA C-504 24" to 48" AWWA C504 Butterfly Valve AWWA C-504 30"-54" . From Original St: Products List Click to Return tG .able of Content 33 FORT WORTHm CITE' OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 09/05/2018 '1+Vater—Polvethvlcne Eocamment 33-1I 10 f0V 05/12/05 E1-13 PotyedxvleneEncasment FlexsolPaclazint: Fulton Enterprises AWWAC105 8mi1LLD 05/12/05 EI-13 Polyethylene Eneasmeut Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AW WA C105 8 mil LLD 05/12/05 EI-13 Polyethylene Encasment AEP Industries Bullstrone by Cowtown Bolt & Casket AW WA C105 8 mil LLD • From Original Standard Products List Click to Return to the Table of Content 34 FART WORTH. than la inch djameter shall be V4-ter-.Samn�in.; Station 3/12/96 -- iWaterSampling Station CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST four use by the Wa rer Water Plus I B20 Wain Sampling Station Updated: 00/05/2018 for some * From Original Sta Products List Click to Return to able of Content 35 { 1800 ODOR CONTROL SEWER VALVE i The 1800 Odor Control VentVaive connects to a candy cane style pipe, and is designed to allow for ventilation in the open position.The valve body may be easily disassembled with two quick release lockable metal Iatches.The interior of the body contains a canister filled with odor media.This media is in pellet form allowing for better airflow thru the media bed, and is highly effective in removing hydrogen sulfide gas (H25) found in wastewater treatment applications. Pellets are non -toxic and landfill disposable.The media contains blue indicator pellets that turn white when the media is spent.A complementary lab analysis is also offered to determine the remaining life of the media.This is especially helpful in creating an effective preventative maintenance program for odor control. Flanged 4" or 6' aluminum body. Metric Mange upon fewest Tamper proof lockable lalcheo �r Wager media contains Media Life Indicator Pellets Recyclable transparent canister for easy replacement D 4 I 3 PARTS LIST ITEM PART NUMBER DESCRIPTION 1 1804AFFPC ALUMINUM FLANGED BASE 2 3 1 1 1600 11804-G 4 1 1850-G WED 5 1 oa-MEDIA 6 z 91-60D-52 SS LATCH CATCH 7 t0 SCRW4-32 SS LATCH PH. HD. SCREWS 8 2 91-532-52 LATCH SS LATCH C 10.84 B t 0 t s 1534 6 i B t t i t t B A 4 NORMALINVERTED MOUNTING POSITION PN* 4-1800FAPC SEMON B-B SCALE 1/3 3 16 101 2 SECTION A -A SCALE 1/3 1 A MONALVEKnCAL NTING ORIWATION N SHIELD RE =ED) I 'N,* 4180DFAPC-R D I tf 1 a I 1 t ,- 19.39 a D l 3 , a L 8 t C 10.V 8- I PARTS LISP ITEM PART NUMBER DESCRIPTION y 1 QF I MAFFPC ALUMINUM FLANGE BASE I 2 1 1804E ALUMINUM BASKET I 3 2 91-600 52 SS LATCH CATCH B ! 4 2 91-MZ-52 LATCH 95 LATCH I 5 1 1850-G I 6 1 no" m1 I 7 1 Rain ShM - A SS RAIN SHIELD 8 10 SCFWI-8-32 SS LATCH PH. ED. SCREW 9 1 OC144EDIA MEDIA FILTER 10 1 1S00-3GR .500' DYL RAIN SHIELD MOUNTING ROD Il 1 BOLT-1/4-3/4 SS 1/4-20 x I" HEX HEAD I D& WN SHAM 1127►2"2 ROBERT H. WAGER CO. cmww Q 4-1800 VERTICAL AND �/A INVERTED SEWER YEN" µwvrsw® C 4-1800FA-4-1800FMC--�_ mv W'� � I9effr 1 oa 1 2 1 1 �or'T� t Product Description/Overview: What is a SBWpeVCONGll'TM and why is it unique? The bpi;'. UDY C9NFm is a Heavy Duty FRP composite manhole cover that is engineered to remove ALL negative aspects of cast iron, such as: • Corrosion / Seizing • Weight for Safer Handling • Scrap Metal Theft • Infiltration/Odor Seal When opening and installing heavy cast iron products it is both extremely rigorous and dangerous to employees, which greatly increase the risk for injury. Safety is and has become a very important to owners who want to protect their employees as well as better manage daily operational risks, thus making the Sommer aust, the preferred option. Sewper Covers are used for municipal Sewer & Storm water manhole applications, underground cable/electrical vaults, and/or any structure requiring a secure access point for human entry. Standard Sizes: sewpargoveli, comes in the two most common standard sizes a 24" and 30"' clearopening which accommodate 95% of what's used or required for new and/or existing construction today. These are the most common sizes and we mass produce them to lower the cost as much as possible. OSHA has adopted a 30" clear opening for human entry confined spaces and State agencies are slowly integrating that into design requirements. We meet this requirement and are fully compliant. *See Detail Sheet for Dimensions Specification: Manhole ring and cover is made of non-metallic composite materials capable of withstanding traffic loading requirements that meet or exceed HS-20 rating. Cover is affixed to ring using a double hinge capable of 180 degree opening. A rubber gasket seal is embedded into the ring so that it provides a means of preventing inflow. Product Guide and Specification Testing and Strength: Multiple UMPOW C'Oi,6i'"' units have been tested by an independent 3`d party and signed off by a US registered licensed Professional Engineer. The US Department of Transportation requires gratings and manhole covers to be tested for load rating under AASHTO M-306. In order to be classified H/HS-20 Heavy Duty product must withstand r 16,0001 bs for 60 seconds without cracking or breaking. A 2.5 times safety factor is required which brings the total proof load to 40,000lbs. SOWPBFCGVDV' Test Results: TW& 3: B:m1ing 9iw Wb ollhr Te -J Mmlwle Cm Of.P=rKPTrri V;. Bl{ SI of L raoL RRh7 &Hum Mr:rr-��rn rayrl L,-nvl, Ili I ��_ ♦tkJ LIIrmL�:rmrr• lid IU real Ii. 1 140009 350 29.13 US 91.25 1.23 2 139D13 345 28.64 1.13 I 29.88 1.28 3 212643 281 23.76 0,91 28.79 L13 I Load Vs. Displacetnen 160.000 - - - - - -- - -- - 140000 120,000 - - -- — ---...- - - - - — 10%000 ,a 80,000 60,000 20,000 Corer 2 0 Corer 3 0 5 30 15 20 25 30 35 Displacement, tern tTV— LP: L. d Yw 0W.a mw ❑ova f-All 9. Spvei— The Sett PIP IDeY9r'"a was able to average 130,000lbs total force weight before failure. That's 90,0001bs over the requirement for Heavy Duty/ HS-20 rating. *Full test reports available upon request BlueGreerl A Municipal 5olu#lons bluegreenmunicipal.com/sewper-cover/ 832.384.5542 sew everm Double:Winized Lav-Flat Opening The double hinge provides a safer guided way to open the access cover. Unlike standard un-hinged units that can fall and roll off 3601 uncontrollably, our unit is guided and keeps worker in a 100% safer position. H2S CORROWE Anti -Corrosive Material Corrosion and rust are inherent to all metals as a natural occurrence. When exposed to higher than normal levels of corrosion this process only speeds up causing negative effects to the structure. Our composite material is inert to the corrosion meaning it will not have a negative reaction like seizing which is a major issue. ,a Optional Lockine Latch Anti -Theft Our units have an option of a secure locking latch built in to the unit. Since our units are not made of metal they have zero scrap metal value as a natural theft deterrent. Toxic Gas and Odor Seal Every unit we offer has a built-in rubber gasket seal that greatly reduces the release of toxic gases and odors. This greatly reduces exposure and health hazards to humans and surrounding environments. Heavv Dutv Traffic Load Rated Our unit truly is a Sewper Cover as it exceeds its load limits by as much as 10 times. The unit has reached as much as 140,000lbs before cracking which far beyond the highest levels any road way in the United States could ever support. 466 `Irk® %WWWWO Infiltration Water Seal Water will make its way into just about anything and can be a huge problem especially for sewer system. Our rubber gasket seal is able to greatly reduce storm water inflow. Product Guide and Soecification Installation Recommendation: Unit installation method is the same as traditional standard cast iron manhole ring and covers. However you have the option with our units to secure and/or fasten them down through various methods utilizing the bolt holes in the ring flange: 1. Anchor bolt them down using the ring bolt holes at the various locations. 2. Rebar/J-Hooks can be placed through bolt holes on ring to secure into uncured concrete or grout. Once the ring and cover is set flush with final support/resting surface, grout or concrete can be used to hold the unit in place and protect it from any outside forces. When installing in asphalt paved areas it is highly recommended that concrete or high strength grout be used to create a square or circular apron no less than 12" from the outer edge of the cover. This will protect the unit from any side wall damage as asphalt has a tendency to derogate and compact faster than concrete leaving the edge walls exposed to direct impacts. Additional Product IIr #pes: Municipal Solutions bluer -ce -municipal.com/sewper-cover/ 832.384.5542 Jr J 3.1 AEManhole Restoration WARRE�v 5-307 -7 4 NCORPOMH"�ATED High -Build I00% Solids Epoxy Years Experiftnee i fianholle sio e fhatoar.-_:nda taf poll wmo of wafor F id tl7osr id3 of dulls'Vir WemeM mu 'i 7t EwAroirnpid1100% S aIIes OJI&C Xlmtt7M :Nyetam tar .'�'.'ud1%; irrFw9 vITavm That �in1TTg tyre fz gat pip.:a plea r oOt IN 1110In ma iniAWr In 1& Ir Ot ip tra watbf elw�aan the l ogt plpi mtr d Rio Ilmpr_ VkTmm OnTvia-ammentol FvwIt4s s vauilm tofil em fttt 1."% LOS rr aln IN* In in t a WaRNOPP, roibt'-1 h a 10% reduckm tn. 141, MY Choose Warm'Warm's Single Coat Application eny trod i10rral 110rP, 4g OWS wilios ra mwWarl Iljvl`' rra p'mus'whvie I"-* at d1fo rml; plan l:ic6- -om Ilnd to 1An itmv it m to tarrrt an Im atmattle bank. [fig:swIllpri Osi ks 1'oilcrns, IrAilduae laqu-Tage tr omtombWO wild gror v, malul ito and e:T sis, muirinp pavri no and aislomirr-Ar_m im. 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