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Home My WebLink AboutContract 52481 �PM, CITY SECRETARY CONTRACT No. pity S� FORT WORTH C;onstructiO 1 El project Manager C] PROJECT MANUAL FOR THE CONSTRUCTION OF FW SOUTH PAVEMENT REPLACEMENT FY 17-CD 9 STREET REPAIR AND RECONTRUCTION PROGRAM FYI—CD 9 NEAR SOUTH SIDE MED.DIST.WATER AND SANITARY SEWER MAIN IMPROV, UNIT 1 —WATER UNIT 2—SANITARY SEWER UNIT 3 —PAVING IMPROVEMENTS W.DAGGETT AVE.(S.HENDERSON ST.TO HEMPHILL ST.) W.BROADWAY AVE.(S.HENDERSON ST.TO JENNINGS ST.) W.PETER SMITH ST.(HEMPHILL ST TO GRAINGER ST.) W.TUCKER ST.(COLLEGE AVE.LIPSCOMB ST.) W.HATTIE ST.(S.JENNINGS AVE.TO MAY ST,) W.CANNON ST.(LIPSCOMB ST.TO S.JENNINGS AVE.) W.LEUDA ST,(HEMPHILL ST.TO S.JENNINGS AVE.) GRAINGER ST,(W.LEUDA ST.TO PENNSYLVANIAAVE.) HURLEY AVE.(W.MAGNOLIA AVE.TO W.OLEANDER ST.) COLLEGE AVE.(W.MORPHY ST.TO W.MAGNOLIA AVE.) ALSTON AVE.(W.MORPHY ST.TO W.MAGNOLIA AVE.) WASHINGTON AVE.(W.MAGNOLIA AVE.TO OLEANDER ST.) City Project No. 02388& 02445 Betsy Price David Cooke Mayor City Manager Chris Harder,P.E. Water Department Director Steve Cooke Interim Director,Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Department ti & Water Department ..•- . ` t* 2019 7••-' * ALE SRUR ..1**s*triitti............ A.N.A. Consultants, LLC 27987 { 5000 Thompson Terrance M� N��# ' *w.,+F- Colleyville,TX 76034 A Z TBPE Registered Firm No.F-20 X-4 c0fY SFCRETARY FT. W R` H,TX CITY OF FORT WORTH Fr17-CO 9STREF_TREPAIRAND RFCONS, NFAR SOUTH SIDF.1v1FD,DISTRICT W&S1MPROV. 02388&02445 FORT City of Fort Worth Standard Construction Specification Documents Adopted September 2011 CITY OF FORT WORTH FY77-CD 9 STRFF.T RFPAIR AND RF.CONS.&NEAR SOUTH SIDF MFD,DISTRICT W&S IMPROY. 02388&02445 TECHNICAL SPECS.THAT HAVE BEEN 00 00 00-1 MODIFIED BY ENGINEER ARE INCLUDED STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IN THE PROJECT'S CONTRACT DOCUMENT Page 1 of4 SECTION 00 00 00 TABLE OF CONTENTS Division 00- General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 0011 13 Invitation to Bidders 0021 13 Instructions to Bidders 0032 15 Construction Project Schedule 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 11 Bidders Prequalifications 00 45 12 Prequalification Statement 09-4-S I3- l idrlel reafiflu tiol� rpplien#+on• 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 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 01 - General Requirements 01 1100 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 3120 Project Meetings 01 3233 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 01 4523 Testing and Inspection Services 01 50 00 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 6600 Product Storage and Handling Requirements 01 70 00 Mobilization and RemobiIization 01 71 23 Construction Staking and Survey 01 71 23.16.01 Attachment A Survey Staking Standards 01 74 23 Cleaning 01 77 19 Closeout Requirements 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents Division 03 - Concrete CITY OF FORT WORTH FYI7CD9 STREET REPAIR ANDRECON.PROGRAM AND NEAR SOUTH Su]F.MED.DIST. w&Ss MAIN unPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&0.2445 Revised February 2,2016 TECHNICAL SPECS.THAT HAVE BEEN 00 00 00-2 MODIFIED BY ENGINEER ARE INCLUDED STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IN THE PROJECT'S CONTRACT DOCUMENT Page 2 of4 0334 13 Controlled Low Strength Material(CLSM) Division 33 -Utilities 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 39 60 Epoxy Liners for Sanitary Sewer Structures Division 99--Additional Specifications 99 99 00 Additional Specifications Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htps://proj ecipoint.buzzsaw.com/cl ient/fortworthgov/Res ources/02%20- %20 C onstructionO/o20Documents/S pec ifications Division 02 -Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03- Concrete 03 30 00 Cast-In-Place Concrete 0334 16 Concrete Base Material for Trench Repair 03 8000 Modifications to Existing Concrete Structures Division 31 -Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 23 23 Borrow 31 24 00 Embankments 31 25 00 Erosion and Sediment Control 31 3700 Riprap Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 3201 29 Concrete Paving Repair 32 1123 Flexible Base Courses 32 11 33 Cement Treated Base Courses 32 12 16 Asphalt Paving 32 1273 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 32 14 16 Brick Unit Paving 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 32 17 25 Curb Address Painting 3232 13 Cast-in-Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro-Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs CITY OF FORT WORTH Fr17-C]39srR1iRTREPAIRANL)FE N.FROGRAMANDNEARSOUM&MMEDDISf W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 TECHNICAL SPECS.THAT HAVE BEEN 00 00 00-3 MODIFIED BY ENGINEER ARE INCLUDED STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IN THE PROJECT'S CONTRACT DOCUMENT Page 3 of 4 Division 33- Utilities 33 01 30 Sewer and Manhole Testing 33 0131 Closed Circuit Television(CCTV) Inspection 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation,Embedment, and Backfill 33 05 13 Frame, Cover and Grade Rings-Cast Iron 3305 13.01 Frame, Cover and Grade Rings-Composite 3305 17 Concrete Collars 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 05 Bolts,Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride(PVC) Pressure Pipe 33 1210 Water Services 1-inch to 2-inch 33 1211 Large Water Meters 33 1220 Resilient Seated Gate Valve 33 1225 Connection to Existing Water Mains 33 1240 Fire Hydrants 3331 20 Polyvinyl Chloride(PVC)Gravity Salutary Sewer Pipe 33 31 50 Sanitary Sewer Service Connections and Service Line 3339 10 Cast-in-Place Concrete Manholes 33 3920 Precast Concrete Manholes 33 49 20 Curb and Drop Inlets Division 34—Transportation 34 41 30 AIuminum Signs 3471 13 Traffic Control Appendix GC-4.02 Subsurface and Physical Conditions GC-6.06.1) Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH FY -DgSIRMTREPAIRANDRECON.PROORAMANDNEARSOUMSIDEMED.DISr. W&SS MAIN HOPROV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 CITY OF FORT WORTH FY17-CD9STRFhT REPAIR ANDRFCONS.&NFARSOUTNSIDF.MFD.01SMICTW&SIMARpY. 02388&02445 M&C Review Page 1 of 3 CITY COUNCIL AGENDA FORTWORTll COUNCIL ACTION: Approved on 611112019 - Ordinance No. 2 686-08.2019 REFERENCE 20FORT VVORTI-I SOUTH FY DATE: 61111 019 NO.: C-291+49 LOG NAME: 17 CID 0 MEDICAL DISTRICT STREET REPAIR CEDE: C TYKE: NON- PUBLIC CONSENT HEADWG: NO SUBJECT: Authorize Execution of Contract with StaWie & Winn. Inc_, in the Amount of$3,003,205.00 for FY 17 Round 3 of the Council District 9 Street Repair and Reconstruction Pmgrarn and Near 8"Ihside Medical District Water and Sanitary Sewer Mal Improvements On VariDus Streets, and Adopt Appropriation Ordinance (COUNCIL ID]STRfCT 9) R ErCOI41MENDATION- It is recofr men ded (hat the City Council; 1, Adopt the al(ached appropriatlan ordlrrarrce increasing estimated receipts and appropriatl'ons in the Water and Sewer Capital Projects Find In the amount of$1,876,313.00 from available funds; an€I 2. Authorize the exec ution of a contract with Stabile & Winn. Inc., In the arrrvunI of 3.903,205,00 far Roared 3 of the Council District 9 Street Repair and Rccorrstruction Program and Near Southslde Medical District Water and Sanllary Sewer Main Improvements Projei-A on various streets (City Project Nos, 02388 and 02445). DISCUSSIOW On August 5, 2014, (M&C C- 5908) the City Council authorized Resolution No. 4342-08-2014 authoriziT7g a FUndIng Agreement fth Fort Wodh South. Inc„ in the amount of $10,000.000.00 for Council Dlatrfct 9 Street. Repair and Reconstructlon Program. The Program leveraged funding in an am0ufit up to $5,000.000.00 from the Tax Iacrement Re I nves I rr E%nt Zone No_ 4 (Soutfiside TIF) over four years, The City of Fort Worth matched the funds fry an amount up to $1,000,000.00 using 201+4 t3ond Program-Street Irnpravements Funds and 2014 aond ProGrarn-Oran; MatQhe; Funds in an amount up to $4,000,000,00, Construction of Round 1 of the prefect has Iaaarm completed and Round 2 19 under copstruction, This Mayor and Council Communication is to authofi7e a construdtiorr contract for mound 3 of the Council District 9 Street Repair and Raconstructlorr Program and dear Southside Medical Dis(rict Water and Sanitary Sewer fain Improvements on the following streets' Street From To Dappett AVePILIG Hemphill Street Henderson Street Broadway Avenue Henderson Street Jennings Avenue Pefar Smith Street Hem hlll Street Jennings Avenue Tucker Street College Avenue Lipscomb Street Hattie Scree( Jennings Avenue May Street Cannon Street Lipscomb Street Jennings Avenu6 I_euda Street .iennin s Avenue Hemphill Street Grain er Street Penns Ivanla Avenue Leuda Street H rif 12Y Avenue Oleander Street Magnolia Avenue Washington-Avenue Oleander Street Magnolia Avenge htt :Ilapps,C VVJl .{}t JC IUII]I—Pac{e/mc reVie .$Sp?ID=�7057&ci?uncilcli7te_b,'I 1�2019 6114/.201 M&C Reylew ?age 2 of 3 Collage Avenue ma nolla Avenue Morph Marphy Street Alston Avenue Magnolls Avenue Morphy Street The Transportation and Public Works Dopadmeni's share on this contract 15 $2,290,810-50 which is avallable iri the 2014 Bond Program Fund and the Specially Funded Projects Fund of the project (City Project No. CO23138), The Water Department's share an this contract of $1,612,394-50 will be svallabte In the Water and Sir Capital Projects Fund of the project (City Project No- C0 445)- The project was adVertised for bids Match 14, 2019, and March 21, 2019, In the Fart Worth far Telegram, On April 11, 2019. the followIng bids were received: Bidders Amiount Tfrne of Oom tetio Stabile & WlrlrL. Info, $.319031205,0.0 365 Calendar Days Jackson Construction Ltd. $4429 130.00 TexasSit $4,703 352-81 McClendon Cuhstructtan Company, Inc. $4 732 508,50 !Tort Worth Civil Constructors LLC 4 749 350.88 • 1n addition to the contract post $514,034-00 (Water., $129,162.00,, Sewer: $54,116,00; TPVV $330,736.00) Is rmquIred for project management, Inspection and material testing and $195.161.50 (Water: $58,306.50; Sewer; 22,312.00'. TPVV: $114,541.00) Is provided for project contingency. Upon completion of this capltal project. It Is antfcIpated that there will be no impact on Transportation and Public Works Departmenrs annual operation budget and no Impact to the Water Department's operai<Ing...Oudgok. Constr.q6tion is ejcpjatk to stark in September 201g and be cornplefed by October 2020. MIWBE OFFICE, Stabile & Winn, Inc„ Is In compliance with the ity's BIDE Ordinance by committing to 4% MBE part dpatlon and documentIn9 good faith effort, Stabile &1 Inn, Inc.; identified several subcontracting and suppller oppottu n I ties. However, the fame contacted In the areas Identified did not respond or did not submit the lowest bids. The Clty"s MBE goal cn this project Is 6%. The prnteot is lucated in COUNCIL DISTRICT 9- FISCAL INFORM TIOWCERTIFICATfON: The Director of IFinance certifies that upon approval of the aibove recorn rn an da I i ons and adopiIon of the attached appmPpriation ordinance. funds will be available in the current capital budget, as appropriated, of the 2014 Band Program Fund acid the Specially Funded Projects Fund, in addition, upon approval of the above tecotnt andation and adoption of the attached a.pprop d stio n ordinance, funds wl11 be available In the current capital budget, as approprlated, of the Water and Sewer Capital Projeats Fund, The Fiscal Year 2019 Water Operating Budget includes appropriations of $23,865,180.00 for the purpose of provlding Pay-As-You-Go Funding for Water Capital Projects, After this transfer for Flscak Year 2019, the balance will be $10,400,890=- The fiscal bear 2019 Water Operating Budget includes appropriations of S35,856,87100 for the purpose of pro►rlding Pay-As- You- o Funding for Sewer Capital Projects- After this transfer for Fiscal Year 2019, the balance will be $22,7 5,177,00. Approprlaticns for FY 17 Round 3 of the.Cauncil District 9 Stres[ Repair and Reconstruction Program and Bear SoUthSide Medicn1 District Water and Sanitary S"er Main Improvements on Various Streets are as depicted below: Fund ,Existing Additional Project Total ]Appropriations jApprapriations I J littp.//apps.cf ncl.org/cotmcil_pscket/mc_ivvic .esp'TDf 70 7 couiicildate=6/i 1/2 19 6f 14/2019 M&C Review Page 3 of 3 Water/Sewer Porfd 016- $147,600.00 0-00 $147.600.GO Fund 5600 Water & Sewer Pond $1 399,39 ,t1 $O,Qi) $1. 99,392.00 017A-Fund 56011 W&S Commercial Paper- $0-00 $4,5r)8,896.00 Fund 56016 Water Capital - Fund 59601 $337.834,40 $0-00 $337.834-40 Sewer Capital - Fund 59607 $173,E154_i30 1 $0 00 $173.954.(301 VV&S capital Projects - 0.00 31,876,313-00 1 876,313.00 1=u nil 5600 1 Project Total $6,667,677.00 11 $ 1,876,313,OU 8,443,990.00 * Numbers rounded for presenta#lon, TO _ �Fund departrnirit Prolact Program Actl �k Eu@}#et . Reference # purr# ID [A- -c-count ID Year (Chartfield 2) FROM Furxd & r677 Budget Deference 0 Amount 10 _ 10 —�- — t Yoari�a�tfield - Submit ed for City Mapwager'.q Office by: Susan Alams (8180) Originating Department-Read: Steve Cooke (5134) Additignal Information Contact: Mary Manna ( a65) ATTACHMENTS 0FORT WORTH SOUTH FY .1 7 CD 9 MEDICAL DISTRICT STREET REPAIR 56G 2 A019.doex Form 1295 FV1f_South FY 17 Stabile Wynn 201 -485893 Redacted.pdf Map FA South17-DD9. df -- Imp WappsOwnei.orgfcounuit_packeVmc—revievw.asplD--27057&counciIdttc-6/11/2019 611V7019 CITY OF FORT WORTH, ToCAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. I To the Specifications and Contract Documents For FW SOUTH PAVEMENT REPLACEMENT FY17 -CD 9 STREET REPAIR AND RECONTRUCTION PROGRAM FY17—CD 9 NEAR SOUTH SIDE MED. DIST.WATER AND SANITARY SEWER MAIN IMPROV. UNIT I - WATER UNIT 11 - SANITARY SEWER UNIT III - PAVEMENT IMPROVEMENTS City Project No. 02388 & 02445 Addendum No. 1 Issued: April 02, 2019 This addendum forms part of the Specifications and Contract Documents for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of-this addendum could subject the bidder to disqualification. The specifications and contract documents for FY17-CD9 Street Repair and Reconstruction Program and Near South Side Medical District Water&Sanitary Sewer Main Improvement are hereby revised by Addendum No. 1 as follows: I. Construction plans are revised as follows: 1. PROJECT CONTROL Sheet 5 i. Daggett Ave has been revised to have the pavement replaced as POL instead of MOL. Revised street list on legend,to remove Daggett Ave. from MOL and add it to POL. 2. PROP. 12" WL-4 LEUDA 5T.Sheet 14 1. Revised permanent asphalt pavement repair call out detail D521-001-101 call out at the intersection of W. Leuda St. and Hemphill St. 3. PROP.8" WL-6 HURLEY AVE.Sheet 17 i. Revised permanent asphalt pavement repair call out detail D521-004-101 call out at the intersection of W. Magnolia Ave. and Hurley Ave. 4. PROP 8"WL-9 WASHINGTON AVE.Sheets 20 i. Revised water meter QTYs. 5. PAVING REPAIR DETAILS Sheets 35 i. Added detail D520-004-201 6. PROP.ALSTON AVE. PAVING Sheet 59 i. Removed "no parking"curb striping, a "no parking"sign and post to be installed instead. A-1 ADDENDUM 1. FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. City Project No. 02388 &02445 7. PAVING DETAILS Sheets 64 L Daggett Ave has been revised to have the pavement replaced as POL instead of MOL. Revised street list on Typ. POL/MOL detail,to remove Daggett Ave.from MOL and add it to POL. !I. The Specifications are amended as follows: 1. 00 42 43 Proposal Farm Unit 1:Water Improvements i. Revised Water QTYs Units 3: Paving Improvements i. Revised Paving QTYs ii. Daggett Ave. has been revised from MOL to POL(QTYs revised) iii. Added installation of"no parking" sign panel and post. III. Contractor/Bidder Questions: 1. Can you provide a contact list of approved contractors to install the sanitary sewer manhole interior coating(Warren,A.W. Chesterton, or approved equivalent). a. Active contractor list attached to addendum. Highlighted are three different firms approved for manhole liners. 2. How will the existing gravel driveways transition to the proposed concrete driveway replacement. a. included in the proposal form is bid item number 20—6" Flexible Base,Type A, GR-1, the contractor shall transition for a maximum of 2 feet from the new concrete driveway to the existing gravel driveway 3. Please explain the concrete removal bid item under paving, I don't see on the plans specifically on the plans the location for this removal. a. Bid item added due to Geotech report findings of existing concrete located under existing asphalt pavement.This was found on various random sections located primarily on Grainger, College,Alston, and Daggett. The contractor will need to remove the asphalt underneath in order to POI»the roadway. POL material removed from other streets will be used as fill in these areas. 4. Please explain the reason for the CLSM underwater and sewer included in the project, and suggestion to replace CLSM to CSS due to the significant cost difference and constructability ease. a. CLSM is included in the waterline and sewer line replacement on Hurley due to the poor soil conditions in the limns of that street, CLSM is also included in various sanitary sewer line reolacernents for this sarne reason. 5. Please explain the sanitary sewer bid item "Manhole Adjustment, Major(24"to 30" Rim Adjustment W/Conc. Collar)" a. There are existing sanitary sewer manholes under•the paving limit that are not being replaced under the sanitary sewer scope that have manhole rims that are the 24"size rims. The COFW sanitary sewer manhole standard size rim is now 30" and not 24". We are showing the location on the paving drawings. b. This bid item number No. 19 has been revised under Unit 2:Sewer Improvements to (3305.0114 Manhole Adjustment, Major wl Cover).This will include the sanitary sewer manhole final grade adjustment with a city standard 30" rim. A-1 ADDENDUM 1 PY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. City Project No.02388 &02445 c. under Unit 3: Paving Improvements, bid item No. 45(3305.0112 Concrete Collar) has been added to account for the concrete collar insta!lation required for the sanitary sewer manholes with major adjustment. d. Further clarification on item no.42 under Unit 3: Paving Improvements (3305.0107 Manhole Adjustment, Minor(WJ Cane.Collar)this item applies to all the other manholes requiring minor manhole adjustments. This Addendum No. 1,forms part of the Specifications&Contract Documents for the above referenced project and modifies the original Project Manual &Contract Documents of the same. Acknowledge your receipt of Addendum No. 1 by completing the requested information at the following locations: (1) In the space provided in Section 00 4100, Bic! Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED&ACKNOWLEDGE ADDENDUM NO. 1" Include a signed copy of Addendum No. 1 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 1 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGED TRANSPORTATION AND PUBLIC WORKS Lane Zarate, P.E. Engineering Manager company: S 1.f 1 tuC. A-1 ADDENDUM 1 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.w&SS(MAIN IMPROV. City Project No. 02388&02445 1r,IJ a1 11111 r91"IA1 wr1i:I1 BEGUGN 0042rf3 FROR45AL FCMM UNIT PRICE BID Bidder's Application F+�ra mn bloimrran 17J�I,r1 i'..r,•ar� aIawI rI11R1 Ho N"" 1pmdlr nh,:nmf♦n Aldw o u.1J. Le�14ut. 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N. L3 IL Ui z 20 .2% j2 z q mly. x 4Z A DO 4j P 4 m do m � j � � �\d 9 ± Frk Fri .0 Lq RAMP cl m I iA# Am i JAIN Irp CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUMIC WORKS ®EPA■ TMEMT ADDENDUM NO. 2 To the Specifications and Contract Documents For FW SOUTH PAVEMENT REPLACEMENT FY17 -CD 9 STREET REPAIR AND RECONTRUCTION PROGRAM FYI --CD 9 NEAR SOUTH SIDE MED. DIST.WATER AND SANITARY SEWER MAIN IMPROV. UNIT I — WATER UNIT 11 — SANITARY SEXIER UNIT III -- PAVEMENT IMPROVEMENTS City Project No. 02388 & 02445 Addendum No. 2 Issued: April 05, 2019 This addendum forms part of the Specifications and Contract Documents for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The specifications and contract documents for FY17-CD9 Street Repair and Reconstruction Program and Near South Side Medical District Water&Sanitary Sewer Main Improvement are hereby revised by Addendum No. 2 as follows: I. Construction plans are revised as follows: 1. Paving Repair Details-Sheet 35 1. Revised Temporary Asphalt Pavement Trench Repair detail D520T,to be in accordance with bid item 3201.0400 Temporary Asphalt Paving Repair(2" HMAC on 6"CTB) 11. The Specifications are amended as follows: 1. 00 35 13 Conflict of Interest Affidavit i. Updated to match the latest city revision from Aug 21, 2018. This Addendum No. 2,forms part of the Specifications&Contract Documents for the above referenced project and modifies the original Project Manual &Contract Documents of the same. Acknowledge your receipt of Addendum No. 2 by completing the requested information at the following locations: (1) In the space provided in Section 00 4100, Bid Form, Page 3 of 3 (2) Indicate in uppercase letters on the outside of your sealed bid envelope: "RECEIVED&ACKNOWLEDGE ADDENDUM NO. 2" A-2 ADDENDUM 2 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. City Project No. 02388&02445 Include a signed copy of Addendum No. 2 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 2 below could cause the subject bidder to be considered "NONRESPONSIVE", resulting in disqualification. RECEIPT ACKNOWLEDGED TRANSPORTATION AND PUBLIC WORKS 4 2�7 Bye — Lane Zarate, P.E. q Engineering Manager Company: A_2 ADDENDUM Z FY17-CD95TREET.REPAIR AND RECON,PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. City Project No. 02398 &02445 AR35i3-1 CONFLICT.OF INTEREST AFFIi)AVIT 1 SECTION OD 35 13 2 CONFLICT OF INTEREST AFFIDAVIT 3 4 L•ach bidder, offeror or respondent (he reInafter re(erred to as "You") to a City of Fort Worth 5 pro core rnenI ma be tequIred tb complete a,CcnfIIct of Interest Que5bonnaire (the attached 5 CIQ ForFn) and/or a Local Government Off Ice r Conflicts Discla5ure Statement(the attached C15 7 Farm) pies uant to state law,You are tifged to consult with I=ounsel regarding the appiica bilkty of a these forms t4 y"r company. 9 1D The referenced forms may be downloaded from the IM5 provided b8low. 31 12 htt is ww.ek Ics,sEa .us fomis CI - ri 13 14 http:llwww,ethics.stateAx:uslforrnVC1S,odf 15 16 17 CIQ Form does not apply is fB Q CiQ Farm i,on file with City Secretary 20 21 CIQ Farm Is being provided to the City Secretary 22 23 CIQ Forrn does j1ot apply 24 25 0 CIS Form is on File with City Secretary 26 27 F-1 CIS Form is being provided to the City Secretary 28 29 30 BIDDER: 31 32y: 33 Company (Please Print 34 35 Slgn�iture. 36 Adrfre55 37 38 Title: 39 CityfStatefZip (Please Print) 40 41 42 END OF SECTION �IrY OF F414T WORTH PY1lr-M 7UFLM-RERAIFLAM09WIY F900 IAM A0 W06M EOLirrH 51DE NUB 9I1T.Wr&5sVL q lApnfiv, 5fANDAR0 COMSTA1JMohlSPMFICA4TION DOCUMENTS Raw-.sad August 21,2431�3 4 r .ILrley► pffl -IL'='I ! .II_M. I `ti.l;l_;.IIL.= _ Y CD 5; - �r- � Lam^ J! rr" I n r'lY Ir•1 I IFFIL-11, 7 _I., :1 ... o oA 4 w N 0I 0� w � S , { a i Y Ln - - u. 1n,Iyi(sa#rl#C+ 4aoo9Sl�', mft.41ary0f}B�irOQ40400{I q owi}i�oar#oa {Iquq toil a a A(,a0-4a M.MH4 a4, D 13Raaag01 0 d). f)10 043- 13 oonoLs bdrs0o0ranf}ofiun�iarJ� Rt FF LS 13 1}Q[l r;ipVryrJ 51V��4iJ S}y51}{ © I'�! In- LJ f]o xa9oeoon�or}10 1Do4�Cl fir, 4 A4,a00 vfiov04v0u0a 74 S 3 �l ?0(+04 44404r, 1}ooao t !e RO Ota UL}I10{7 R(1 C7 C=J U9Vtl - z2 i-r I fi{1 L}f]ti fil fi 06 er 66 gOdS1 Cr4 w ylf +}OaaeJfco,�0af+u00�a � � � ��'-'-yy r J} a f,R[]ao r1S1O0Qa[J+]A09(Y �i R V I, 0o a84�o S1'q L7445 oK14�41b 0{t00040dLLG044nh�a0� , f- I�I on#oogGOoeI6L'au UCU € G fi4000bD0Go6a C,IVI I r� r. J irm jo 00 onorpaodpL) C q }Ci L4{J Ji(,a�iQ{i L]i[o,5Y 8(I flo (� E y +,4riI sp 9 fY i}b[]dU9 a[r'a OL}I1 U{}'} {J Cr9 L} 9-IM-0-Dg6 r-� OU4{14 t14 a9 PV 7QL�R917{ r3G0 1 1.Oan 43 Q00d", 'i fhR+ r' gR0ewh11�pG��'ror{o0Cr4C,u I7� 4 0_1rJ 0091la LT9 ID 0 J1[1 f1aa0 ROr} �J /--� fR •� - _ Ln _ m Q ti Ln ILA _yy b Lr' 1� , 0 it i ivodoDloa4b 44'e. 11rn oa .a�Lc+o.pnaaoacoL}oaaa" :' qua .uobnpaga�]W36LSe1 •r uu(IL? 0L)aSIa6a41Ddoi 1#U[lrl4rJ1¢J7�]#p o{r{i40a $ � m rn 1 noaaa�v 4°°rn°b*If3 0°ib47(1LIO b up I- [I L'J[l a(+�60 Orlupgfig J7 ! : _ ^ 'ti fl 14 7015OJ](x00610OQkJ4OG1 — — r:': �I I 0600u**0**0410G[Ibr}Cy:..• e�R 4 b d oa oa a o0 6 a.Doaoo-ooaaaoll�aaa e➢��{ .i.i. nr � � � I r :: :-: �� oaU9Uoa+�oo40g000[1J7 `• I: P r NF Y ao .,y 00 11 13-1 INVITATION TO BIDDERS Page l of2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND 6 NEAR SOUTH SIDE MED.DIST. City Proiect No.02388&02445 will be received by the City of 7 Fort Worth Purchasing Office: 8 9 City of Fort Worth 10 Purchasing Division 11 200 Texas Street 12 Fort Worth, Texas 76102 13 until 1:30 P.M. CST, Thursday, APRIL 11,2019,and bids will be opened publicly and read aloud ]4 at 2:00 PM CST in the Council Chambers, 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the(approximate)following: 18 Water: 19 500 LF of 12"PVC Waterline 20 4,500 LF of 8"PVC Waterline 21 400 LF of 8"DIP Waterline 22 Sewer: 23 500 LF of 12" Sanitary Sewer line(SDR-26) 24 350 LF of 10"Sanitary Sewer line(DIP) 25 110 LF of 10"Sanitary Sewer line(SDR-26) 26 80 LF of 8" Sanitary Sewer Line(SDR-26) 27 Paving: 28 16,000 SY of 10"Pavement Pulverization 29 11,000 SY of 2"Surface Milling 30 27,000 SY of 2"Asphalt Type D 31 11,000 SF of 6"Concrete Driveway 32 14,000 LF of 6" Concrete Curb and Gutter 33 30,000 SF of Concrete Sidewalk 34 35 PREQUALIFICATION 36 The improvements included in this project must be performed by a contractor who is pre- 37 qualified by the City at the time of bid opening. The procedures for qualification and pre- 38 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 39 40 DOCUMENT EXAMINATION AND PROCUREMENTS 41 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 42 of Fort Worth's Purchasing Division website at http://www.fortworthtexas.gov/purchasing/and 43 clicking an the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 44 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 45 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 46 Parties Form 1295 and the form must be submitted to the Project Manager before the 47 contract will be presented to the City Council. The form can be obtained at 48 htti)s://www.ethics.state.tx.us/tee/1295-Info.htm . 49 CITY OF FORT WORTH FY F7 CD7 SrREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SDE MED.DIST.W CSS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 22,2016 001113-2 INVITATION TO BIDDERS Paget oft 1 Copies of the Bidding and Contract Documents may be purchased from A.N.A. Consultants, 2 Which is as follows 5000 Thompson Terrace, Colleyville, Texas 76034 3 4 The cost of Bidding and Contract Documents is: 5 Set of Bidding and Contract Documents with full size drawings: $120 6 Set of Bidding and Contract Documents with half size(if available)drawings: $60 7 8 PREBID CONFERENCE 9 A pre-bid conference may be held as described in Section 00 21 13 -INSTRUCTIONS TO 10 BIDDERS at the following location, date, and time: 11 DATE: MARCH 27, 2019 12 TIME: 9:OOAM 13 PLACE: 200 Texas Street 14 Fort Worth, Texas 76102 15 LOCATION: 2„dFloor TPW Conference Room 270 16 17 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 18 City reserves the right to waive irregularities and to accept or reject bids. 19 20 INQUIRIES 21 All inquiries relative to this procurement should be addressed to the following: 22 Attn: Mary Hanna, P.E., City of Fort Worth Transportation Public Works 23 Email: Mary.Hanna@fortworthtexas.gov 24 Phone: 817-392-5565 25 AND/OR 26 Attn: Mark N.Assaad, A.E., 27 A.N.A. Consultants, LLC 28 Email: Mark.Assaad@anallc.com 29 Phone: 817-335-9900 30 31 ADVERTISEMENT DATES 32 MARCH 14,2019 33 MARCH 21,2019 34 END OF SECTION CPCY OF FORT WORTH FYl7-C D9 STREET RF,FA1t AND RF.CON-PROGRAM AND NEAR SOUTII SIDE MED.DIST,W&SS MAPI IMFROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 22,2016 002113-1 INSTRUCTIONS TO BIDDERS Page I of 10 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 1.1.Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 7 00 - GENERAL CONDITIONS. 8 9 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 13 directly through a duly authorized representative, submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder:Any person, firm, partnership, company, association, or 17 corporation acting directly through a duly authorized representative, submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided) makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2,City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 3. Prequalifrcation of Bidders(Prime Contractors and Subcontractors) 34 35 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 36 requiring prequalification at the time of bidding. Bids received from contractors who are 37 not prequalified(even if inadvertently opened)shall not be considered. Prequalification 38 requirement work types and documentation are as follows: 39 40 3.1.1. Paving—Requirements document located at; 41 lrttps://proiectVoint.buzzsaw.com/fortworthgov/Resources/02%20- 42 %20Construction%20Documents/Contractor%20Prequalification/TPW%20Paving 43 %20Contractor%2OPrequalification%2OProgrant/PREOUALIFICATION%20REQ 44 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 45 46 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; CITY OF FORT WORTH FY17i:D9 5rREFTR13PAQC AND REOM MOORAM AND WAR sou 1N S[De MED MST W&SS MAIN iN WVR STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised August 21,2015 0021 13-2 INSTRUCTIONS TO BIDDERS Page 2 of 10 1 https://projectpoint.buzzsaw.com/fortworthyov/Resources/02%20- 2 %20Construction%2ODocutnents/Contractor%2OPrequalification/TPW%2QPaving 3 %20Contractor%2OPrgqualification%2OProgLam/PREQUALIFICATION%20REQ 4 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 5 6 3.1.3. Water and Sanitary Sewer—Requirements document located at; 7 https:l/proj ec!pRint.buzzsaw.com/fortworthgov/Resources/02%20- 8 %20Construction%2ODocuments/Contractor%2OPrequalification/Water%20and%2 9 OSanitary%2OSewer%2OContractor%2OPrequalificationD/o2OProgram/WSS%20pre 10 aual%20requirements.doc?public 11 12 3.1.4.In addition to the above,the Bidder acknowledges that the following work types 13 must be performed only by prequalified contractors and subcontractors; 14 15 a)Water Distribution,Urban/Renewal, 12-inches and smaller 16 17 b)Sewer Collection System, Urban/Renewal, 12-inches and smaller 18 19 c)Liner System for Sanitary Sewer Manholes and Structures(Warren or 20 Chesterton) 21 22 d)Asphalt Paving Construction/Reconstruction(15,000 square yards and greater) 23 24 3.2.Each Bidder unless currently prequalified, must be prepared to submit to City within 25 seven(7) calendar days prior to Bid opening, the documentation identified in Section 00 26 45 11, BIDDERS PREQUALIFICATIONS. 27 28 3.2.1. Submission of and/or questions related to prequalification should be addressed to 29 the City contact as provided in Paragraph 6.1. 30 31 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 32 bidder(s)for a project to submit such additional information as the City, in its sole 33 discretion may require, including but not limited to manpower and equipment records, 34 information about key personnel to be assigned to the project, and construction schedule, 35 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 36 deliver a quality product and successfully complete projects for the amount bid within 37 the stipulated time frame. Based upon the City's assessment of the submitted 38 information, a recommendation regarding the award of a contract will be made to the 39 City Council. Failure to submit the additional information, if requested, may be grounds 40 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 41 notified in writing of a recommendation to the City Council. 42 43 3.4.In addition to prequalification, additional requirements for qualification may be required 44 within various sections of the Contract Documents. 45 46 Special qualifications required for this project include the following: CITY OF FORT WORTH FY 11-CD9 SIREET REPAIR AND RECO N1.PROGRAM AND NEAR SWIM SIDE MED.D13T.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised August21,2015 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of]0 1 5 recent references of Contractor indicating successful application of coating product(s)of the 2 same material type as specified herein,applied by spray application within the municipal 3 wastewater environment. References shall include at least the following: owner name,City 4 inspector name and phone number,project name/number,size and linear footage of sanitary 5 sewer main,manhole diameter,structure dimensions and number of each,square feet(or 6 vertical feet)of product installed,contract costs,and contract duration. Contractor must 7 demonstrate a successful history of installing the product in structures of similar size and 8 scope.See revised city specification 33 39 60—Liner System for Sanitary Sewer Structures. 9 10 4. Examination of Bidding and Contract Documents, Other Related Data,and Site 11 12 4.1.Before submitting a Bid, each Bidder shall: 13 14 4.1.1. Examine and carefully study the Contract Documents and other related data 15 identified in the Bidding Documents(including"technical data" referred to in 16 Paragraph 4.2. below).No information given by City or any representative of the 17 City other than that contained in the Contract Documents and officially 18 promulgated addenda thereto, shall be binding upon the City. 19 20 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 21 site conditions that may affect cost, progress, performance or furnishing of the 22 Work. 23 24 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 25 progress, performance or furnishing of the Work. 26 27 4.1.4. Be advised, City, in accordance with Title VI of the Civil Rights Act of 1964, 78 28 Stat. 252,42 U.S.C. 2000d to 2000d-4 and Title 49, Code of Federal Regulations, 29 Department of Transportation, Subtitle A, Office of the Secretary, Part 21, 30 Nondiscrimination in Federally-assisted programs of the Department of 31 Transportation issued pursuant to such Act,hereby notifies all bidders that it will 32 affirmatively insure that in any contract entered into pursuant to this advertisement, 33 minority business enterprises will be afforded full opportunity to submit bids in 34 response to this invitation and will not be discriminated against on the grounds of 35 race, color, or national origin in consideration of award. 36 37 4.1.5. Study all: (i)reports of explorations and tests of subsurface conditions at or 38 contiguous to the Site and all drawings of physical conditions relating to existing 39 surface or subsurface structures at the Site(except Underground Facilities)that 40 have been identified in the Contract Documents as containing reliable"technical 41 data"and(ii)reports and drawings of Hazardous Environmental Conditions, if any, 42 at the Site that have been identified in the Contract Documents as containing 43 reliable "technical data." 44 CITY OF FORT WORTH FYE7CD9 MMT REPAR AND RECON.MCCRAM AND NEAR SOITIH SIDE MED.CAST.W&SS MAIN IWROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388 IS 02445 Revised August 21,2015 002113-4 INSTRUCTIONS TO BIDDERS Page 4 of 10 1 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 2 the information which the City will furnish. All additional information and data 3 which the City will supply after promulgation of the formal Contract Documents 4 shall be issued in the form of written addenda and shall become part of the Contract 5 Documents just as though such addenda were actually written into the original 6 Contract Documents. No information given by the City other than that contained in 7 the Contract Documents and officially promulgated addenda thereto, shall be 8 binding upon the City. 9 10 4.1.7. Perform independent research, investigations,tests, borings, and such other means 11 as may be necessary to gain a complete knowledge of the conditions which will be 12 encountered during the construction of the project. On request, City may provide 13 each Bidder access to the site to conduct such examinations, investigations, 14 explorations,tests and studies as each Bidder deems necessary for submission of a 15 Bid. Bidder must fill all holes and clean up and restore the site to its former 16 conditions upon completion of such explorations, investigations, tests and studies. 17 18 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 19 cost of doing the Work, time required for its completion, and obtain all information 20 required to make a proposal. Bidders shall rely exclusively and solely upon their 21 own estimates, investigation,research,tests, explorations, and other data which are 22 necessary for full and complete information upon which the proposal is to be based. 23 It is understood that the submission of a proposal is prima-facie evidence that the 24 Bidder has made the investigation, examinations and tests herein required. Claims 25 for additional compensation due to variations between conditions actually 26 encountered in construction and as indicated in the Contract Documents will not be 27 allowed. 28 29 4.19. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 30 between the Contract Documents and such other related documents. The Contractor 31 shall not take advantage of any gross error or omission in the Contract Documents, 32 and the City shall be permitted to make such corrections or interpretations as may 33 be deemed necessary for fulfillment of the intent of the Contract Documents. 34 35 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of. 36 37 4.2.1, those reports of explorations and tests of subsurface conditions at or contiguous to 38 the site which have been utilized by City in preparation of the Contract Documents. 39 The logs of Soil Borings, if any, on the plans are for general information only. 40 Neither the City nor the Engineer guarantee that the data shown is representative of 41 conditions which actually exist. 42 43 4.2.2. those drawings of physical conditions in or relating to existing surface and 44 subsurface structures {except Underground Facilities}which are at or contiguous to 45 the site that have been utilized by City in preparation of the Contract Documents. 46 CITY OF FORT WORTH 7Y17-CD9 STRE•ETREPAR AND RECON.PROGRAM ANDNEAR SOTTnT S3DEMED.DIET.W&SS MAIN IM'ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised August 21,2015 002113-5 INSTRUCTIONS TO BIDDERS Page 5 of 10 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 11 exception the Bid is premised upon performing and furnishing the Work requited 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 FYI?-CD9sTREET REPAIR AND RECON.PRWRAMAND NEAR soDT"sm mm nrsT w&ss MAIN IMPRov STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised August 21,2015 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 10 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 12 200 Texas Street 13 Fort Worth, TX 76102 14 Attn: Mary Hanna, A.E., City of Fort Worth Transportation Public Works 15 Email: Mary.Hanna@fortworthtexas.gov 16 Phone: 817-392-5565 17 18 6.1.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 19 City. 20 21 6.2.Addenda or clarifications may be posted via Buzzsaw at 22 https:Hproiectpoint.buzzsaw.com/client/fortworthgovlInfrastructure%20Proiects/02388%2 23 0- 24 %20CD9%20Street%24Ret)air%20and%20Recon%20FY17/Bid%20D0cument8%20Pac 25 kage. 26 27 6.3.A prebid conference may be held at the time and place indicated in the Advertisement or 28 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 29 Project. Bidders are encouraged to attend and participate in the conference. City will 30 transmit to all prospective Bidders of record such Addenda as City considers necessary 31 in response to questions arising at the conference. Oral statements may not be relied 32 upon and will not be binding or legally effective. 33 34 7. Bid Security 35 36 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 37 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 38 the requirements of Paragraphs 5.01 of the General Conditions. 39 40 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 41 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 42 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 43 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 44 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 45 other Bidders whom City believes to have a reasonable chance of receiving the award 46 will be retained by City until final contract execution. 47 CITY OF FORT WORTH FYI3-CD9 STREET REPAR AND RECON,PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised August21,2015 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 10 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. 6 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 01 25 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 Goad 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 may be 40 obtained from the City. 41 42 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 43 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 44 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 45 price item listed therein. In the case of optional alternatives, the words "No Bid," 46 "No Change," or"Not Applicable" may be entered. Bidder shall state the prices, 47 written in ink in both words and numerals, for which the Bidder proposes to do the 48 work contemplated or furnish materials required.All prices shall be written legibly. 49 In case of discrepancy between price in written words and the price in written 50 numerals, the price in written words shall govern. 51 CITY OF FORT WORTH FYP7 CD9 STRP.FTRF.PAM AND RF.CON.PROGRAM AND NEAR SOUTH SIDE MED.DNT.W&SS MAN WWROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised August 21,2015 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 of 10 1 12.3. Bids by corporations shall be executed in the corporate name by the president or a 2 vice-president or other corporate officer accompanied by evidence of authority to 3 sign. The corporate seal shall be affixed. The corporate address and state of 4 incorporation shall be shown below the signature. 5 6 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 7 partner, whose title must appear under the signature accompanied by evidence of 8 authority to sign. The official address of the partnership shall be shown below the 9 signature. 10 11 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 12 member and accompanied by evidence of authority to sign. The state of formation of 13 the firm and the official address of the firm shall be shown. 14 15 12.6, Bids by individuals shall show the Bidder's name and official address. 16 17 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 18 indicated on the Bid Form. The official address of the joint venture shall be shown. 19 20 12.8. All names shall be typed or printed in ink below the signature. 21 22 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 23 which shall be filled in on the Bid Form. 24 25 12.10. Postal and e-mail addresses and telephone number for communications regarding the 26 Bid shall be shown. 27 28 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 29 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 30 to State Law Non Resident Bidder. 31 32 13. Submission of Bids 33 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, 34 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 35 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed 36 envelope, marked with the City Project Number, Project title, the name and address of 37 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 38 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 39 envelope with the notation "BID ENCLOSED" on the face of it. 40 41 14. Modification and Withdrawal of Bids 42 43 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 44 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 45 must be made in writing by an appropriate document duly executed in the manner 46 that a Bid must be executed and delivered to the place where Bids are to be submitted 47 at any time prior to the opening of Bids. After all Bids not requested for withdrawal 48 are opened and publicly read aloud, the Bids for which a withdrawal request has been 49 properly filed may, at the option of the City, be returned unopened. 50 CITY OF FORT WORTH FV 17-CD9 STREETRUWAIR AND REPON.PROGRAM AND NEAP[SOUTE SIDE N ED.DIST.MUSS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised August 21,2015 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 10 1 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 2 time set for the closing of Bid receipt. 3 4 15. Opening of Bids 5 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 6 abstract of the amounts of the base Bids and major alternates (if any)will be made available 7 to Bidders after the opening of Bids. 8 9 16. Bids to Remain Subject to Acceptance 10 AlI Bids will remain subject to acceptance for the time period specified for Notice of Award I 1 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 12 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 13 14 17. Evaluation of Bids and Award of Contract 15 16 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 17 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 18 and to reject the Bid of any Bidder if City believes that it would not be in the best 19 interest of the Project to make an award to that Bidder,whether because the Bid is 20 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 21 meet any other pertinent standard or criteria established by City. City also reserves 22 the right to waive informalities not involving price, contract time or changes in the 23 Work with the Successful Bidder. Discrepancies between the multiplication of units 24 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 25 between the indicated sum of any column of figures and the correct sum thereof will 26 be resolved in favor of the correct sum. Discrepancies between words and figures 27 will be resolved in favor of the words. 28 29 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 30 among the Bidders, Bidder is an interested party to any litigation against City, 31 City or Bidder may have a claim against the other or be engaged in litigation, 32 Bidder is in arrears on any existing contract or has defaulted on a previous 33 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 34 Bidder has uncompleted work which in the judgment of the City will prevent or 35 hinder the prompt completion of additional work if awarded. 36 37 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 38 other persons and organizations proposed for those portions of the Work as to which 39 the identity of Subcontractors, Suppliers, and other persons and organizations must 40 be submitted as provided in the Contract Documents or upon the request of the City. 41 City also may consider the operating costs,maintenance requirements, performance 42 data and guarantees of major items of materials and equipment proposed for 43 incorporation in the Work when such data is required to be submitted prior to the 44 Notice of Award. 45 46 17.3. City may conduct such investigations as City deems necessary to assist in the 47 evaluation of any Bid and to establish the responsibility, qualifications, and financial 48 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 49 organizations to perform and furnish the Work in accordance with the Contract 50 Documents to City's satisfaction within the prescribed time. 51 CITY OF FORT WORTH FY I7L'D9 3D Ehr RH1-A1R AND RF.COK PROGRAM AND NEAR 80l377I SIDE MED.DIS"r.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised August 21,2015 0021 13-10 INSTRUCTIONS TO BIDDERS Page 10 of 10 1 17.4. Contractor shall perform with his own organization, work of a value not less than 2 35%of the value embraced on the Contract,unless otherwise approved by the City. 3 4 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 5 responsive Bidder whose evaluation by City indicates that the award will be in the 6 best interests of the City. 7 8 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 9 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 10 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 11 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 12 comparable contract in the state in which the nonresident's principal place of 13 business is located. 14 15 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 16 to be awarded, City will award the Contract within 90 days after the day of the Bid 17 opening unless extended in writing. No other act of City or others will constitute 18 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 19 the City. 20 21 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 22 23 18. Signing of Agreement 24 When City issues a Notice of Award to the Successful.Bidder, it will be accompanied by the 25 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 26 Contractor shall sign and deliver the required number of counterparts of the Agreement to 27 City with the required Bonds, Certificates of Insurance, and all other required documentation. 28 City shall thereafter deliver one fully signed counterpart to Contractor. 29 30 31 32 END OF SECTION CITY OF FORT WORTH RY17-CD9 MEET REPAIR AND RECON.PRO(WAM ANDNEAR SOUTH SIDE MCP.➢IST.WRSS MAIN IMPROV_ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised August 21,2015 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 1 01710 1 SECTION 00 32 15 2 CONSTRUCTION PROJECT SCHEDULE 3 PART I - 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 40 City contracts with a Contractor to perform construction of the Work, the Contractor CITY OF FORT WORTH FYI7•CIY99I'*K f RN.PAIR ANORF.CON.PROOR AM AND NEAR SOUTH SID.MHI),DIST%V&SS MAIN IMPROV, STANDARD SPECIFICATION 02388&02445 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 10 1 will develop and maintain a schedule for their scope of work in alignment with the 2 City's standard schedule requirements as defined herein. The data and information of 3 each such schedule will be leveraged and become integral in the master project 4 schedule as deemed appropriate by the City's Project Control Specialist and approved 5 by the City's Project Manager. 6 7 1. Master Project Schedule 8 The master project schedule is a holistic representation of the scheduled activities 9 and milestones for the total project and be Critical Path Method(CPM)based. The 10 City's Project Manager is accountable for oversight of the development and 11 maintaining a master project schedule for each project. When the City contracts for 12 the design and/or construction of the project, the master project schedule will 13 incorporate elements of the Design and Construction schedules as deemed 14 appropriate by the City's Project Control Specialist. The assigned City Project 15 Control Specialist creates and maintains the master project schedule in P6(City's 16 scheduling software). 17 18 2. Construction Schedule 19 The Contractor is responsible for developing and maintaining a schedule for the 20 scope of the Contractor's contractual requirements. The Contractor will issue an 21 initial schedule for review and acceptance by the City's Project Control Specialist 22 and the City's Project Manager as a baseline schedule for Contractor's scope of 23 work. Contractor will issue current, accurate updates of their,schedule(Progress 24 Schedule)to the City at the end of each month throughout the life of their work. 25 26 B. Schedule Tiers 27 The City has a portfolio of projects that vary widely in size, complexity and content 28 requiring different scheduling to effectively deliver each project. The City uses a 29 "tiered"approach to align the proper schedule with the criteria for each project. The 30 City's Project Manager determines the appropriate schedule tier for each project,and 31 includes that designation and the associated requirements in the Contractor's scope of 32 work. The following is a summary of the"tiers". 33 34 1. Tier 1: Small Size and Short Duration Project(design not required) 35 The City develops and maintains a Master Project Schedule for the project. No 36 schedule submittal is required from Contractor. City's Project Control Specialist 37 acquires any necessary schedule status data or information through discussions with 38 the respective party on an as-needed basis. 39 40 2. Tier 2: Small Size and Short to Medium Duration Project 41 The City develops and maintains a Master Project Schedule for the project. The 42 Contractor identifies"start"and"finish"milestone dates on key elements of their 43 work as agreed with the City's Project Manager at the kickoff of their work effort. 44 The Contractor issues to the City,updates to the"start"and"finish"dates for such 45 milestones at the end of each month throughout the life of their work on the project. 46 47 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration 48 The City develops and maintains a Master Project Schedule for the project. The 49 Contractor develops a Baseline Schedule and maintains the schedule of their 50 respective scope of work on the project at a level of detail(generally Level 3)and in CITY OF FORT WORTH FYI7-CD951REET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST..W&S5 MAIN IMPROV. STANDARD SPECIFICATION 02388&02445 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 alignment with the VMS structure in Section 1.4.H as agreed by the Project Manager. 2 The Contractor issues to the City,updates of their respective schedule(Progress 3 Schedule)at the end of each month throughout the life of their work on the project. 4 C. Schedule Types 5 Project delivery for the City utilizes two types of schedules as noted below. The City 6 develops and maintains a Master Project Schedule as a"baseline"schedule and issue 7 monthly updates to the City Project Manager(end of each month)as a"progress" 8 schedule. The Contractor prepares and submits each schedule type to fulfill their 9 contractual requirements. 10 11 1. Baseline Schedule 12 The Contractor develops and submits to the City, an initial schedule for their scope 13 of work in alignment with this specification. Once reviewed and accepted by the 14 City, it becomes the`Baseline"schedule and is the basis against which all progress 15 is measured. The baseline schedule will be updated when there is a change or 16 addition to the scope of work impacting the duration of the work,and only after 17 receipt of a duly authorized change order issued by the City. In the event progress is 18 significantly behind schedule, the City's Project Manager may authorize an update 19 to the baseline schedule to facilitate a more practical evaluation of progress. An 20 example of a Baseline Schedule is provided in Specification 00 32 15.1 21 Construction Project Schedule Baseline Example. 22 23 2. Progress Schedule 24 The Contractor updates their schedule at the end of each month to represent the 25 progress achieved in the work which includes any impact from authorized changes 26 in the work. The updated schedule must accurately reflect the current status of the 27 work at that point in time and is referred to as the"Progress Schedule". The City's 28 Project Manager and Project Control Specialist reviews and accepts each progress 29 schedule. In the event a progress schedule is deemed not acceptable, the 30 unacceptable issues are identified by the City within 5 working days and the 31 Contractor must provide an acceptable progress schedule within 5 working days 32 after receipt of non-acceptance notification. An example of a Progress Schedule is 33 provided in Specification 00 32 15.2 Construction Project Schedule Progress 34 Example. 35 36 1.4 CITY STANDARD SCHEDULE REQUIREMENTS 37 The following is an overview of the methodology for developing and maintaining a 38 schedule for delivery of a project. 39 40 A. Schedule Framework 41 The schedule will be based on the defined scope of work and follow the(Critical Path 42 Methodology)CAM method. The Contractor's schedule will align with the requirements 43 of this specification and will be cost loaded to reflect their plan for execution. Overall 44 schedule duration will align with the contractual requirements for the respective scope of 45 work and be reflected in City's Master Project Schedule. The Project Number and Name 46 of the Project is required on each schedule and must match the City's project data. 47 48 B. Schedule File Name CITY OF FORT WORTH FYI7-CD951'Rk:Rf RRI'AIR AND RWON.1'ROGR AM AND NEAR$OVIII swr mm).11I5.W&SS MAIN INIVROV. STANDARD SPECIFICATION 02388&02445 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 1 All schedules submitted to the City for a project will have a file name that begins with the 2 City's project number followed by the name of the project followed by baseline(if a 3 baseline schedule)or the year and month (if a progress schedule),as shown below. 4 5 • Baseline Schedule File Name 6 Format: City Project Number Project Name_Baseline 7 Example: 101376_North Montgomery Street HMAC_Baseline 8 9 0 Progress Schedule File Name 10 Format: City Project Number Project Name YYYY-MM I 1 Example: 101376 North Montgomery Street HMAC 2018_01 12 13 + Project Schedule Progress Narrative File Name 14 Format: City Project Number—Project Name_PN_YYYY-MM 15 Example: 101 376 North Montgomery Street HMAC PN 2018 01 16 17 C. Schedule Templates 18 The Contractor will utilize the relevant sections from the City's templates provided in the 19 City's document management system as the basis for creating their respective project 20 schedule. Specifically, the Contractor's schedule will align with the layout of the 21 Construction section. The templates are identified by type of project as noted below. 22 • Arterials 23 • Aviation 24 • Neighborhood Streets 25 • Sidewalks(later) 26 • Quiet Zones (later) 27 • Street Lights(later) 28 • Intersection Improvements(later) 29 • Parks 30 a Storm water 31 • Street Maintenance 32 • Traffic 33 + Water 34 35 D. Schedule Calendar 36 The City's standard calendar for schedule development purposes is based on a 5-day 37 workweek and accounts for the City's eight standard holidays(New Years,Martin Luther 38 King,Memorial, Independence,Labor,Thanksgiving, day after Thanksgiving, 39 Christmas). The Contractor will establish a schedule calendar as part of the schedule 40 development process and provide to the Project Control Specialist as part of the basis for 41 their schedule. Variations between the City's calendar and the Contractor's calendar 42 must be resolved prior to the City's acceptance of their Baseline project schedule. 43 44 E. WBS &Milestone Standards for Schedule Development 45 The scope of work to be accomplished by the Contractor is represented in the schedule in 46 the form of a Work Breakdown Structure(W13S).The WBS is the basis for the 47 development of the schedule activities and shall be imbedded and depicted in the 48 schedule. 49 CITY OF FORT WORTH FY17-CD9S1'RF.rJ'RE.1'AIR AND RECON.PROGRAM AND NEAR SOUTH SIDEMP..D.D19C W&SS MAIN IMPROY. STANDARD SPECIFICATION 02388&02445 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 1 The following is a summary of the standards to be followed in preparing and maintaining 2 a schedule for project delivery. 3 4 1. Contractor is required to utilize the City's WBS structure and respective project type 5 template for"Construction"as shown in Section 1.4.14 below. Additional activities 6 may be added to Levels 1 -4 to accommodate the needs of the organization executing 7 the work. Specifically the Contractor will add activities under WBS XXXXXX.80.83 8 "Construction Execution"that delineates the activities associated with the various 9 components of the work. 10 11 2. Contractor is required to adhere to the City's Standard Milestones as shown in 12 Section 1.4.I below. Contractor will include additional milestones representing 13 intermediate deliverables as required to accurately reflect their scope of work. 14 15 F. Schedule Activities 16 Activities are the discrete elements of work that make up the schedule. They will be 17 organized under the umbrella of the WBS. Activity descriptions should adequately 18 describe the activity, and in some cases the extent of the activity. All activities are 19 logically tied with a predecessor and a successor. The only exception to this rule is for 20 "project start"and"project finish"milestones. 21 22 The activity duration is based on the physical amount of work to be performed for the 23 stated activity, with a maximum duration of 20 working days. If the work for any one 24 activity exceeds 20 days,break that activity down incrementally to achieve this duration 25 constraint. Any exception to this requires review and acceptance by the City's Project 26 Control Specialist. 27 28 G. Change Orders 29 When a Change Order is issued by the City, the impact is incorporated into the previously 30 accepted baseline schedule as an update, to clearly show impact to the project timeline. 31 The Contractor submits this updated baseline schedule to the City for review and 32 acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the 33 following: 34 35 1. Time extensions associated with approved contract modifications are limited to the 36 actual amount of time the project activities are anticipated to be delayed, unless 37 otherwise approved by the Program Manager. 38 39 2. The re-baselined schedule is submitted by the Contractor rvithin ten lvorkddays after 40 the date of receipt of the approved Change Order. 41 42 3. The changes in logic or durations approved by the City are used to analyze the impact 43 of the change and is included in the Change Order. The coding for a new activity(s) 44 added to the schedule for the Change Order includes the Change Order number in the 45 Activity ID. Use as many activities as needed to accurately show the work of the 46 Change Order. Revisions to the baseline schedule are not effective until accepted by 47 the City. 48 49 50 H. City's Work Breakdown Structure CITY OF FORT WORTH FY17.039 S'I'RrC I'RF.I'.MR ANP RF;CON.PROUR AM AND NEAR SOUTH SIDE MED.DIST.N&SS MAIN IMPROV. STANDARD SPECIFICATION 02388&02445 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 1 2 WBS Code WBS Name 3 XXXXXX Project Name 4 XXXXXX.30 Design 5 XXXXXX.30.10 Design Contractor Agreement 6 XXXXXX.30,20 Conceptual Design(30%) 7 XXXXXX.30.30 Preliminary Design(60%) 8 XXXXXX.30.40 Final Design 9 XXXXXX.30.50 Environmental 10 XXXXXX.30.60 Permits I 1 XXXXXX.30,60.10 Permits-Identification 12 XXXXXX.30.6020 Permits-Review/Approve 13 XXXXXX.40 ROW&Easements 14 XXXXXX.40.10 ROW Negotiations 15 XXXXXX.40.20 Condemnation 16 XXXXXX.70 Utility Relocation 17 XXXXXX.70.10 Utility Relocation Co-ordination Is XXXXXX.80 Construction 19 XXXXXX.80.81 Bid and Award 20 XXXXXX.80.83 Construction Execution 21 XXXXXX.80.85 inspection 22 XXXXXX.80.86 Landscaping 23 XXXXXX.90 Closeout 24 XXXXXX.90.10 Construction Contract Close-out 25 XXXXXX.90.40 Design Contract Closure 26 27 28 1. City's Standard Milestones 29 The following milestone activities(i.e., important events on a project that mark critical 30 points in time)are of particular interest to the City and must be reflected in the project 31 schedule for all phases of work, 32 33 Activity ID Activity Name 34 Design 35 3020 Award Design Agreement 36 3040 Issue Notice To Proceed-Design Engineer 37 3100 Design Kick-off Meeting 38 3120 Submit Conceptual Plans to Utilities,ROW,Traffic, Parks,Storm Water, 39 Water&Sewer 40 3150 Peer Review Meeting/Design Review meeting(technical) 41 3160 Conduct Design Public Meeting#1 (required) 42 3170 Conceptual Design Complete 43 3220 Submit Preliminary Plans and Specifications to Utilities,ROW,Traffic, 44 Parks,Storm Water,Water&Sewer 45 3250 Conduct Design Public Meeting#2(required) 46 3260 Preliminary Design Complete CITY OF FORT WORTH EYI7-CD9$IRE rr R E.PAIK AND Rr:C aN,PROURAM AN Il NN.AR SDU'n T S IDE Mrm,DIS"r,w&SS MAIN IMPROV, STANDARD SPECIFICATION 02388&02445 Revised]ULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 1 3310 Submit Final Design to Utilities,ROW,Traffic,Parks, Storm Water, 2 Water&Sewer 3 3330 Conduct Design Public Meeting#3 (if required) 4 3360 Final Design Complete 5 ROW&Easements 6 4000 Right of Way Start 7 4230 Right of Way Complete 8 Utility Relocation 9 7000 Utilities Start 10 7120 Utilities Cleared/Complete I 1 Construction 12 Bid and Award 13 8110 Start Advertisement 14 8150 Conduct Bid Opening 15 8240 Award Construction Contract 16 Construction Execution 17 8330 Conduct Construction Public Meeting 94 Pre-Construction 18 8350 Construction Start 19 8370 Substantial Completion 20 8540 Construction Completion 21 9130 Notice of Completion/Green Sheet 22 9150 Construction Contract Closed 23 9420 Design Contract Closed 24 1.5 SUBMITTALS 25 A. Schedule Submittal &Review 26 The City's Project Manager is responsible for reviews and acceptance of the Contractor's 27 schedule. The City's Project Control Specialist is responsible for ensuring alignment of 28 the Contractor's baseline and progress schedules with the Master Project Schedule as 29 support to the City's Project Manager, The City reviews and accepts or rejects the 30 schedule within ten workdays of Contractor's submittal. 31 32 1. Schedule Format 33 The Contractor will submit each schedule in two electronic forms, one in native file 34 format(.xer,.xm1,.mpx)and the second in a pdf format, in the City's document 35 management system in the location dedicated for this purpose and identified by the 36 Project Manager. In the event the Contractor does not use Primavera P6 or MS 37 Project for scheduling purposes, the schedule information must be submitted in.xls or 38 .xlsx format in compliance with the sample layout(See Specification 00 32 115.1 39 Construction Project Schedule Baseline Example), including activity predecessors, 40 successors and total float. 41 42 2. Initial&Baseline Schedule 43 The Contractor will develop their schedule for their scope of work and submit their 44 initial schedule in electronic form(in the file formats noted above), in the City's 45 document management system in the location dedicated for this purpose within ten 46 workdays of the Notice of Award. 47 CITY OF FORT WORTH FY17,CD9 SPREETREPAIR AND RFCON.PROOR AM AND NHAR SOUTH SIDE FAV.D.DIM.%V&SS MAIN IMPROV. STANDARD SPECIFICATION 02388&02445 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 1 The City's Project Manager and Project Control Specialist review this initial schedule 2 to determine alignment with the City's Master Project Schedule,including format& 3 WBS structure. Following the City's review, feedback is provided to the Contractor 4 for their use in finalizing their initial schedule and issuing(within five rporkdays) their 5 Baseline Schedule for final review and acceptance by the City. 6 7 3. Progress Schedule 8 The Contractor will update and issue their project schedule(Progress Schedule)by the 9 last day of each month throughout the life of their work on the project. The Progress 10 Schedule is submitted in electronic form as noted above, in the City's document 11 management system in the location dedicated for this purpose. 12 13 The City's Project Control team reviews each Progress Schedule for data and 14 information that support the assessment of the update to the schedule. in the event 15 data or information is missing or incomplete,the Project Controls Specialist 16 communicates directly with the Contractor's scheduler for providing same. The 17 Contractor re-submits the corrected Progress Schedule within 5 rporkdays, following 18 the submittal process noted above. The City's Project Manager and Project Control 19 Specialist review the Contractor's progress schedule for acceptance and to monitor 20 performance and progress. 21 22 The following list of items are required to ensure proper status information is 23 contained in the Progress Schedule. 24 * Baseline Start date 25 * Baseline Finish Date 26 * %Complete 27 * Float 28 * Activity Logic(dependencies) 29 * Critical Path 30 * Activities added or deleted 31 * Expected Baseline Finish date 32 * Variance to the Baseline Finish Date 33 34 B. Monthly Construction Status Report 35 The Contractor submits a written status report(referred to as a progress narrative)at the 36 end of each month to accompany the Progress Schedule submittal,using the standard 37 format provided in Specification 00 32 15.3 Construction Project Schedule Progress 38 Narrative. The content of the Construction Project Schedule Progress Narrative should 39 be concise and complete to: 40 * Reflect the current status of the work for the reporting period(including actual 41 activities started and/or completed during the reporting period) 42 * Explain variances from the baseline on critical path activities 43 * Explain any potential schedule conflicts or delays 44 * Describe recovery plans where appropriate 45 * Provide a summary forecast of the work to be achieved in the next reporting period. 46 47 C. Submittal Process CITY OF FORT WORTH FYI7 C0951REKT R4.PAIR AND RECON.PROGRAM AND NEAR$OLUH$IDY.MP.D,DI$T,1V&.$$MAIN IMPROV, STANDARD SPECIFICATION 02388&02445 Revised JULY 20,2018 0032 15-0 CONSTRUCTION PROGRESS SCHEDULE Page 9 of l 0 1 + Schedules and Monthly Construction Status Reports are submitted in Buzzsaw 2 following the steps outlined in Specification 00 32 15.4 Construction Project 3 Schedule Submittal Process. 4 a Once the project has been completed and Final Acceptance has been issued by the 5 City,no further progress schedules or construction status reports are required from 6 the Contractor. 7 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE 11 A. The person preparing and revising the Contractor's Project Schedule shall be 12 experienced in the preparation of schedules of similar complexity. 13 B. Schedule and supporting documents addressed in this Specification shall be prepared, 14 updated and revised to accurately reflect the performance of the Contractor's scope of 15 work. 16 C. The Contractor is responsible for the quality of all submittals in this section meeting the 17 standard of care for the construction industry for similar projects. 18 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED] 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 1.13 ATTACHMENTS 22 Spec 00 32 15.1 Construction Project Schedule Baseline Example 23 Spec 00 32 15.2 Construction Project Schedule Progress Example 24 Spec 00 32 15.3 Construction Project Schedule Progress Narrative 25 Spec 00 32 15A Construction Project Schedule Submittal Process 26 27 28 PART 2 - PRODUCTS [NOT USED] 29 PART 3 - EXECUTION [NOT USED] 30 END OF SECTION 31 32 33 34 CITY OF FORT WORTH M7-CI9 MRE.E:r RE:VAIR AND RFCON.PROOR AM AND NEAR WU A s11)E;MED,ms,c.1v$1ss MAIN IMPRov, STANDARD SPECIFICATION 02388&02445 Revised JULY 20,2018 0032 15-0 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 1 Revision Log DATE NAME SUMMARY OF CHANGE July 20,2018 M.Jarrell initial issue 2 CITY OF FORT WORT[[ EYIT CI)951'RF:E:i'RF:PAER AND RE:CON.MOCRAM AN NT:AR SOUTH SE[)N.MHE),mS'€'.%v&SS MAIN IMPROY. STANDARD SPECIFICATION 02388&02445 Revised 3ULY 20,2018 00 32 15.1-0 CONSTRUCTION PROGRESS SCHEDULE—BASELINE EXAMPLE Page 1 of5 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 44 45 46 CITY OF FORT WORTH FY17-CIM STREETREPAIR AND K}CON.PROORAM AND NEAR SOU'111 STUN.MF.O.DIWV.%V&SS MAIN IMPROV. 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NEAR SOUTMSMJF.MF.O.DISTRICT W&SIMPROY. 02388&02445 003215.2-0 CONSTRUCTION PROGRESS SCHEDULE—PROGRESS EXAMPLE Page 1 of4 1 SECTION 00 32 15.2 2 CONSTRUCTION PROJECT SCHEDULE—PROGRESS 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 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 S 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 27 CITY OF FORT WORTH FYI7•CO EUKK'f REPAIR AND RECON.PROGRAM ANV NEAR SOIi'DF SIDE:MKIX GIST.5V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised J ULY 20,2018 0032 35.2-0 CONSTRUCTION PROGRESS SCHEDULE—PROGRESS EXAMPLE Page 2 of4 —------—---- ..................... Eft Vb I $7. tk wo IT 1�0 IF V,4. 4 pi ri bc P I #l Fo d m .r 10 J rr .� � f �� { f'i'# h'11. 5 �� 1'AF� Ih�A � � �' +'F eL'I � I�F N I L 2, 94 17 .1 Yf ..j it .1 1 -1' 11 di EA u ;j 14 RI V -Fu V.1 f, 4p. pt 42 - m ci I r 1� IV .1 ;"lop 1 r4 CITY OF FORT WORTH FYI?-CI)9 S:I'KFrKI'KI'TAIR ANI)RF'C()NL PROI]RAW AND NF.AR SOU'lli SII)XIVIV0.DlSl'.%V&SS MAIN IVI-ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised JULY 20,2018 003215.2-0 CONSTRUCTION PROGRESS SCHEDULE—PROGRESS EXAMPLE Page 3 of4 vp c?k -7 TIM m ICne A w In it Ikl.21'2 ik In ,iF!Vl ip. I I,. L 4itIL; "k• 1�, �o� ' Ll ep ICL ar t � � f T" -4 CIO 4:j fit -j. e. K! fjl • wo"A K? t3 rpj 5 o i'j'rF,9 S-el o jr rf I" .*4 1,1,9 F,9.,4-P Col. RIW4 up !L A ,t %. A!�l I wrl m L,IA 'rl ..11 " 40 r F-� V. �:CS im Al Li rL 4M. G 6 I&jI ;kc ;u 6 CIL? I- 2 pa -.p w 4k:.P, CITY OF FORT WORTH "Y17-CD9STREETREVAIR ANI)RU.CON.PROGRAM AND Menu SOUTH SIDRVIVI).111ST.W&SSMAIIN WVROV. STANDARD CONSTRUCTION SPECIFICATION DOCUM RNTS 02388&02445 Revised JULY 20,2018 00 32 15,2-0 CONSTRUCTION PROGRESS SCHEDULE—PROGRESS EXAMPLE Page 4 of4 1 END OF SECTION 2 3 4 5 Revision Log DATE NAME SUMMARY OF CHANGE July 20,2018 K Jarrell Initial Issue 6 CITY OF FORT WO RTI-1 rm-coy sRRVTT REPAIR AND KV.CON.PKOORAM ANu NEAR SOUTH SIDE MEn.WSTr w&sS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised JULY 20,2018 00 3215.3-0 PROGRESS NARRATIVE Page 1 of 1 SECTION 00 3215.3 CONSTRUCTION PROJECT"SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Company flame: City Project No: Engineer's Project No: City Project Manager: Engineer's Project Manager: A. List of activities accomplished 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) B. List of activities to be accomplished in the next reporting period 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (i nse rt text here) 5. (insert text here) 6. (insert text here) C. 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 Construction Project Schedule Narrative Report for CFW Projects FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. TPW Official Release Date:7.20.2018 02388&02445 Page 1 of 1 CITY OF FORT WORTH FYl7-CD 9 STRF.F.T REPAIR.4ND RFCONS.&IJF4R SOUTH SIDE MED.DISTRICT W&S IMPROV,, 02388&02445 00 32 15.4-0 CONSTRUCTION PROGRESS SCHEDULE—SUBMITTAL PROCESS Page 1 of 1 SECTION 00 32 15.4 2 CONSTRUCTION PROJECT SCHEDULE—SUBMITTAL PROCESS 3 PART 1 - GENERAL 4 The following information provides the process steps for the Contractor to follow for 5 submitting a project baseline or progress schedule for a capital project to the City of Fort 6 Worth. See CFW Specification 00 32 15 Construction Project Schedule for details and 7 requirements regarding the Contractor's project schedule. 8 9 If you are not a registered CFW Buzzsaw user,please email or contact: 10 11 Fred Griffin, Buzzsaw Administrator 12 City of Fort Worth 13 Fred.Griffin@fortworthgov.org 14 817-392-8868 15 16 Using your registered username and password log into the City's Buzzsaw Site 17 https://prrctpoint.buzzsaw.com/client/fortworthgov i — i L%F11 FMO 19 20 Navigate to your Project Folder. Verify that your Project ID and Project Name are 21 consistent with Project Folder Name. 22 23 Navigate to the Schedule Directory under your Project Folder. The 00701-Flaxseed 24 Drainage Improvements project is used for illustration. 25 CITY OF FORT WORTH FY17-CD9 S'I'REEN'REPAIR AND AECON.PROGRAM AND NEAR SOUTH SIDE MFI).DIsTT.Mss MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 0-9388&02445 Revised J ULY 20,2018 0032 15.4-0 CONSTRUCTION PROGRESS SCHEDULE—SUBMITTAL PROCESS Page 2 of 6 fift kv� filth it* OF— IwL ILi Freer k--ry FF-b# i'br•gb't. % ;I W Oem L L. II' r+��l A'1T1 J�A� F JAeJ w'x+lr J S'Ige` IF ugT11F.LXL1rr Tftn C—trA Ce.glr1 . . o s ahMnP."C—u,1ckw*L F ndro{ L"mk¢SE Oaim AWf F amrl.% M-r.1FOla Wcwr,.i:Q p 94.E EXPA CW 3MNL4 F,w b�e uun Ld�-cmFrA .F NM 1�>RI-n�•�#I F 1107i7.G'+r#r r94M•AJIW,6J IQ -riir di Od&-YU wwgd*WWI l 0-d.-iurFdl ho.b��Jl`q71 +L 2 3 Two files will be uploaded for each submittal. A native schedule file format either 4 Primavera .xer or MS Project.mpp and a PDF version of the schedule will be uploaded 5 6 Verify that the file name contains the 5-digit Project TD,Project Name, and Submittal Date 7 and follows the standard naming convention. Initial schedule submittal will be labeled as 8 `Baseline' for example: 9 00701-FlaxseedDrainagelmprovements-Baseline 10 11 Schedule submittal updates will be labeled with Schedule Submittal Date `Y V VY MM' for 12 example: 13 00701-FlaxseedDrainagelmprovements-2009_01 14 15 Expand or select the Schedules folder and add both the native file and PDF file to the 16 directory, 17 From the Toolbar Select I Add Document CITY OF FORT WORTH FY 17-Cm 5'rarEI•REPAIR AND RF'COM.I'R(GRAM AND Nr'AR SoTI'H Sipr,MY:1).DIST.W&SS MAIN IMPRO\'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised JULY 20,2018 003215.4-0 CONSTRUCTION PROGRESS SCHEDULE—SUBMITTAL PROCESS Page 3 of 6 ns,* FLE10 I I- PedRE 9m Tie, Ewflurnk M*6C,1h,, 111 L�f*LRJL4nt1 I!- 0e, 01 CmLrarf 0s v+raer.l 5"n R*Kt WA%%vigk h.LbL mmLrm v Lf k d kmty Inew.W6 �J umkhn gam-Lk,m Vdmgq Central Chdff SXT 04749-JJdLWL Y$K"r"r�GbIJW f.WI WM-Mai-MNm Y 191.0tr fle,y 4U, iv?ob-LYbw MLRPe NE dunff rw:u EM 007N'-amaxy spw W1*C*wl�k LN U0759-kn*pKe A6M04 GP reff L ONU t OHM..-nV6 Rand-kryarit h'4n�WE* 4 fkI 4o77n-k* OWN* .4 th 0YAW,swlpta G&A&ZPdbMCEIt WWO U 3 2 3 Select Browse and go to the location of the files on your desktop. 4 Select Open Q wkt&am �1&16 0"woo Nb WK Y6.4m 06AN 4 0cmAJ 4 Kmaw kobohm ifful Few U,*IL EI-4 OVAhQ C2 am- J1kCq*MW1h P0.W--WAkMAW*MW P.M 7 I WfEE=10 W%L�Ahw 4: "Fop"fips __J�Amm riqt_u Fr-ZiIIY IT .4.�L�4WAk9MI I TTHNIOW �UV*wm PdF �'W�Q%aLD�Es AlvNer"*Tv" I;Mnb EaIh 0d9WR4*PMrQ-Q.rAF I*H�mrYwl I Gwen IJfVN rlvdl bDF0nW~ftMW HP cuww aLlImIll LLI ff�mfl vim"WW W"mit%A 00 0 �p'J6*"Wq FA. FlItVf 5 KL..A-A. WFiWr_1_ 6 7 The file will appear in the Buzzsaw Add to Project—Select Documents window 8 9 Select Next. 10 11 Do not select Finish at this time. CITY OF FORT WORTH FYI?-CM SrI'RP.F'.,rRFTAtR AND RECON.PROGRAM AND NEAR SOUTH SIDE WED.DISK W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised J ULY 20,2018 0032 15.4-0 CONSTRUCTION PROGRESS SCHEDULE—SUBMITTAL PROCESS Page 4 of 6 l {.ILdOuanals to�471cillreraJediIlG t7ae��addma�mioll Ae � (16�14rS JJ puc9mePrs _ nllachlCo+.Hr�i Fil�Flur�_ I FC6LJI[em. Jthsdd.,, 2ie ��4�1 YYge n+esrclb G]A..]nur G.}}xi der¢ . 1f3fY„ 74.2m 51116 k3uN HGtIILoi[n I I CI I 2 ".W.. I L ,! I Pvt - - 3 4 You will be placed into the Attach Comment window to enter a record into the Project 5 Schedule Submittal Log. 6 7 Enter the Project ID-Project Name-Submittal in the Subject Line. 8 9 Type Submittal and Company Name into the Comment window along with Contact Name 10 and Contact Phone Number. 11 12 Select Next. 13 c< Cmele■Belk IFYk k�rro�a the V� ad ireh:, Jr�iir Sec berg nddell. Thy■k�dtapklo,W �skatl ppvlwgp � �m�nlehll h`I=ar J��®� r Ir OJ11kl O Col14�4�lII I .I" a� H I f Q r'WBIVA }1 "t;QmwkieSda&�RdiO L{i�kaeedN-0kleyeLryraremenkif�ce#le /t 4i...1lal{{tlm-CrnWnY flenr_ 'trAmt!Irma {JI uwAwkolSe cr I.pyMLL 5d Ak 5A Rd.hwm 1Cw* y Name Tx 5 k ael hffl r d ty to Jm iwr 31.illb'd �4mhxHMf! tnMelo" 14 15 16 17 You will be placed into the Send Email Notification window. CITY OF FORT WORTH FY IT CIY9 SI'RF:F:I'RY.PAIH AND RECON.VROORANI AND NEAR SOUTH SIIWIVIVI).1XV.IV&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised JULY 20,2018 00 32 15.4-0 CONSTRUCTION PROGRESS SCHEDULE—SUBMITTAL PROCESS Page 5 of 6 1 2 Select To and the Select Recipients window will appear with a list of Project Contacts. 3 4 Select the Project Manager as the To Recipient and the Project Controls Group as the Copy 5 Recipient. 6 •Ylti YY�1� +r 4FMIF lar'+1 t� 1� YW4al�ll -ro h t- ry 1.1 .. .ra r IN I+w. F. I hV.. I.s VP I �-Y4r rwiyt NIY- J11M1• 4 �ii w. Ir. y. I �WI^•t.rS+illw•{ay .w+r rI• �Ir ,a Yaai4_ +r�l iu li 11 14 . ,. .• �f wG, + 9 fF 11 •�I • r �wlfrl r�iYk �WWI_. •. ti �i�. i/i.. liil. � 7 GihsYl+ +••F+YWrlti lr 8 9 10 Select the Paste Comment button to copy the Comment into the body of the email 11 12 Select Finish. 13 VI x{ QyFn¢t 7Yilou0mpokr{Ln, rbutmhfomaieh,*rdw rim ix'Lodav- ffin Tlfssiepaoy" �rG'kR'SI OQO�lahll4 IL— PpETt{NnM-k Alt uh, ;Ihfafflt I .I + kt3endfmvtl ia„ 11l rmwffi, J Ohlrali6i4 r-UL"t C41,h'I�F loam - — &113krh �Cb7olueeLvra� @aaa$ne Stha•&&56nuU Ram` "4�' ContAn a4FM Caa�1sR Bhy* Or 5&"LOdSe&FRW 'tmrlWO1WrefnrWWkper&.t&Upb. r7L"10 ktW_Kt H1lol,a�as brluld owe tflAd � fi9aY1F I [dn!d .� kip 14 15 CITY OF FORT WORTH FY17•12II9 S'REETREPAIR AND RECON.PROGRAM ANTI WAR SOUTH SIDE MED.DISI'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised JULY 20,2018 003215.4-0 CONSTRUCTION PROGRESS SCHEDULE—SUBMITTAL PROCESS Page 6 or6 3 The schedule file is uploaded to the directory. An email is sent to the City's Project 2 Manager and Project Control Specialist. 3 '� GI, F.-- I.r. •log aI s • r1bi wo r .1. - alne-I*�t.aF�4wlnrt A ._xF,. �� +w+M••T •nONP-l+ iyanw r1w9.0. R%;Wd urivwA Easy Jr�4�. rir'Y �F� 1flYx'T�1�iF +L-404� J� tJn49LD l p +,:J h NY NN" J ti P. y 4e++b g7rF}+a.rnt.a�Yw..� _ J YA--in M Vr 9% 1r*M • qqx* 1w4M 44'n. gw"4 LN:IA}.r 1p MtlL.uew.Wa,r WW.,Nil.4x. 1h 467C5 Ufen P#kM.W flag Ew t 0. • mm lrhm~a a. Mrt 3 Verw S Vr W�"..wd�P* to #M4-0rG+wd t.wr.w—ftoprc- gem-ka d*r .J � � 4 4 thm 5 6 Upload the PDF file using the same guideline. 7 8 9 10 END OF SECTION 11 12 13 Revision Log DATE NAME SUMMARY OF CHANGE July 20,2018 M.Jarrell Initial Issue 14 CITY OF FORT WORTH t Y 17-039 S Df F:Y.I'K FxAIW AND W F)CON.I'ROOW AM ANU NE.AW SOLTH SIDE.MED.DIET.W&SS MAIN IMI'HOY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised J ULY 20,2018 003513-1 CONFLICT OF INTEREST AFFIDAVIT Page 1 of 1 1 SECTION 00 35 13 2 CONFLICT OF INTEREST AFFIDAVIT 3 4 Each bidder, offeror or respondent(hereinafter referred to as "You")to a City of Fort Worth 5 procurement may be required to complete a Conflict of Interest Questionnaire (the attached 6 CIQ Form) and/or a Local Government Officer Conflicts Disclosure Statement(the attached CIS 7 Form) pursuant to state law. You are urged to consult with counsel regarding the applicability of 8 these forms to your company. 9 10 The referenced forms may be downloaded from the links provided below. 11 12 http://www.ethics.state.tx.us/forms/CIQ.pdf 13 14 http://www.ethics.state.tx.us/forms/CIS.r)df 15 16 17 F7 CIQ Form does not apply 18 19 0 CIQ Form is on file with City Secretary 20 21 0 CIQ Form is being provided to the City Secretary 22 23 0 CIQ Form does not apply 24 25 CIS Form is on File with City Secretary 26 27 Q CIS Form is being provided to the City Secretary 28 29 30 BIDDER: 31 32 Stabile & Winn, Inc. By: Jerry Henderson T- 33 Company (Please Print) 34 35 P.O. Box 79380 Signature: 36 Address 37 38 Saginaw, TX 76179 Title: Vice 39 City/State/Zip (Please Print) 40 41 42 END OF SECTION CITY OF FORT WORTH EY17-CU9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised August 21,2018 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth,Texas 76102 FOR: FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST, W&SS MAIN IMPROV, City Project No.: 02388 and 02445 Units/Sections: Unit 1: Water Improvements Unit 2: Sewer Improvements Unit 3: Paving Improvements 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. 2A. 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 Bid Proposal Addendumi 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. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Distribution,Urban/Renewal, 12-inches and smaller b. Sewer Collection System,Urban/Renewal, 12-inches and smaller c. Liner System for Sanitary Sewer Structure(Warren or A.W.Cbersterton or Approv.Equal) d. Asphalt Paving Construction/Reconstruction(15,000 square yards and GREATER) 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, CIO 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 Bid Proposal Addenduml 0041 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. Total Bid $3,903,205.00 7. Bid Submittal This Bid is submitted on April 11, 2019 by the entity named below. Respectful! submitjeo Receipt is acknowledged of the Initial following Addenda: By: ter. Addendum No. 1: (Signature) Addendum No.2: Addendum No. 3: N Jerry Henderson JAddendum No.4: p (Printed Name) Title: Vice President Company: Stabile&Winn, Inc. Corporate Seal: Address: P.O. Box 79380 Saginaw, TX. 76179 State of Incorporation: Texas Email: ierry.henderson@stabilewinn.com Phone: 817-847-2086 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 Bid Proposal Addenduml 04243 BID PROPr1RAr. Mg.1 of3 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Ilan Information BiddePs Praposol Bidlist Item Description Specification Section No. Unit of Bid Unit Price Bid Value No. Measure Quantity 1 33ILG461 12"PVCWater Pipe DR-i4,Acceptable BackfiX 33I1 12 LF 499 57800 $38,922.U0 .......2,...........3311.0261 8"PVC Wader Pipe DR-14,Acceptable 13-k-EilE....................................................................................._...................................... ...._.........._33..11�2.........._........._ .....LF..... .....4,5�l...... _..........$60.00. ..........S27U,G60.00 3 3311.0254 8"DIP Water,CLSM Backfill 3311 10 LF 422 $1l8 00 549,796.00 _4 3311.0161 6"PVCWater ripe DR-]4,!4tce table Backfl 331i2 134 S55A0 $7.7.00i 5 0241.1001 Water Luse Abmlderin-t By CLSM(Si-4"-12") 0241 14 CY 5 S1,200.00 $6,000.OU G 0241.1701 Rcawvo and Salvage 4%12"Water Valve 0241 14 EA 17 $90000 $I3,6UD_00 - 7 0241.1510 Remare and Salvage Fir Hydmn! 024I 14 EA 7 51,000.DD $7,000,0n . .. . .... ............................_......................................... .........................._............... ......._-.........._- - --- .._ .........._.........__.....................__....._.........................._......_. .-........_......._......... ..... ... 8 0241.1511 R.T-.and S.1.-gc 374"Water Meter _ _ __024114_ EA l_ $400.00 $400.00 9 0241.1512 Rcmosv and Salvage I"Water Metw 0241 14 EA 6 $500 UD $3,00D.00 ..,.., _. ..... _-- _..._ .,.. ..... ... ....... .. .., .,,. ... .... .. .._ .. _1 10 0241.1514 RenioSc and Salvage 2"Water Meter - ---- - - 02 41 14 CA 3 $600.00 $1,800.00 _.. ..... ..._.............._............S........._............._.....M..,!............_......_...._........_........_......-...._._........................-._............................................._._........_..................._............................................................. ...........................,..........,..9.....,..,....... Il 3125.UIUl SWPPP>1 acre _ 3125 00 LS _ l $250.00 $250.00 12 320I 0113 6"Wide Asphall Psmt Repair,RmIlcnlial 3201 17 LF 1,914 $56.00 $101,584.00 13 3201.0123 6 W de A p It Pmr Ad ..... 32 91!7 , ...,.. SG50.00 .... _ _. . _ . _ ...... ...... .. . .... -, . LF ... Gl _ 14 320LD201 Asphalt Pvint Repair Beyond Defined Width,Residential _ 320117 SY 200 __$92,00 S18,4t10.00 15 3201 0400 Tempwary Asphalt Povwg Repair(2"HMAC on 6"CTB) 3201 18 LF 3,873 $23.00 $99,079.00 ..... .. .... ............... .......................... ..... .... .... ... ............... ..................... ......... .. ...........,..... ............... ........................ ........................... ................................................................ ...................._ ........_........_......-.... ..... 16 7213.03D1 d"Cone Sidewalk 32 I3 20 SF 50 $S.00 $400 00 17 3213.040I 6"Concrete Driveway 321320 SF 476 _ _ $10,50 $4,998.00 18 3216.0101 6"Conc Owland Comer ---32 16 13_ LF --SU S32.00 $1,600.00 19 3217.(1501 24"SLD Pvntl Marking IIAE(W) 32 17 23 LF 11 $3200 $352 UU 2n 32910100 Topsa(f _ _ _ 329t 19 CY 200 $25,00 $5,000.00 21 3292.0100 Block Sod Placement 32 92 1..1 SY 300 S5.00 $1.500,00 - ._........ _.. ....... .. ....... ....... ...........-......-...-.....-. ......._-....... _._...-. .... .. ........ .. .. . . ................ 22 3304.0101 Tentporar�Water Services(2"Temporary Size) 330430 __ LS _ l _$40,000.00 $40,000mo 23 _3305.0103 F,rplwatory CScavalion of Existing Unlitics 33 05 30 EA 8 $1,30000 $10,400.00 24 33050109'French Safety -- _- - - 33 05 10 - I,F 499 S2.50 $L747.50 ......................... ......... ............ .............. .._...... .......... _._....... ......... ........ ....-..._.. _.__...._ _........... .......... ...... ... 25 3303.0110 Utility Markers 33 05 26 LS I S500.00 $50000 .... ....- ... ......... ...... ..... .......... 26 3311.0001 Duclilclmn Waterridti s 331111 _ TON 2 $10,000,00 S20,000.00 27 3312 DOOi Fire Hydrant 33 1240 EA 7 $4,000.00 $28,000.00 2A 7312.0117 COnneclion to Cxrsting d i2"Water Main 33 12 25 EA 30 $3 0(n00 $90,0woo _ 29 3312.2001 1"Watu Service,M_e_rer Reconnection 331210 EA 47 _ $900.00 S37,6 0.00 30 3312.2003 1"Water Service 3312 IO EA 47 $1,6D0-00 $75,200.00 .....t_ ....... ............. ......... .. ...... ....... .....,..,..,. .. ....... .... ..._...�, ..,..... ...... ...... .....r-... ......... ....., ..... ........ ......... .......... ....... .. 31 7312.2003 ]"Waur Service(Assessment Tap With Empty Mety Box) 33 12 10 EA 16 S1,650110 $26,400 00 .,..,..,..., .............. .. ... ..... . ........ .. .. ............. ......... ....._,...... . .........., .. .., ....... . ... ..,. .,.,., ..,.....,. .I..,..,......,..,..,., ...., .,..,., ..., .,.. _- _ 32 33122004 1"Private Water Service _ _ 331210 _ _ IT 70 $85.00 $5,950701) 33 3312.2201 2"Water Service,Meter Reconnection 33 12 10 EA 3 $1,600.00 $C800.00 34 _ 3312.2203 2"Water Service _ 33 12 10 EA 3 $2,500.00 $?SUQUO - 35 3312,2204 2"Privatc Walcr Sc ,ice -�-�- --- 33!.2 10 - -_-_-LF - 20- -� $100 U0 $2,DOO.00 36 33t2.3002 6"Gate Valve 33 f220 EA 7 $1,500.00 $10,500.00 _37 3M2.3003 8"Gate Value 331220 EA 30 $2,000.00 S60,000A0 38 3312 3005 12"Gate Volvc 331220 EA 5 $3,100.00 $U,5U0.00 .......... .. ............ ......... ...I.... -....... ..... ....I..._ ... ....... ..........,. ............. .............. ......._.. -......... _ ........ .. ...... ........... 39 ogl.0101 Construction Slaking.. 01 71 23 LS 1 $12,000.00 $12 001100 .... -. ..... ..,.. ....., ....... . ....._... _......_. . .......... .. ........... .... ....... ... .......... ............ .. ..,..,..,..,...., .,.,.--. _. 40 017LO102 Redline A,Built Survey 01 71 23 LS _1_ $5,0000 S5,000.00 ___ - -- - - -_-. - --- - ------ - -- - _ - - -----' - --- - ----- --___ - ....... 4l 9999-0UOt 8"x8"CLt-in-Tee 33 12 25 EA 2 $3,600.00 $7,200.00 42 9999.0002 12"s8"Cm-in-:Fo. I 000.00 400000 ....... .., 3 43 9999.1003 Comiroclion Allowaiuz 999900 Ls I $80,000.00 $80,oD0.00 I11111r Lrdil l-Water jfflpjoy mrj T110 kith 1 3331.5752 12"DIP Serer,CLSM BdcHiO(W7 Epoxy Lining Proteeto401 ar Equal) _ 33 11 10 LF _430 _ $224.00 $t07,520.00 2 3331.5748 8"DIP Senn Pipe,CLSM Bac0,11(W7 Epoxy Lining Protect.401 or Equal) 33 11 10 LF 331 $131.00 $43,361.00 3 3331.4315 8"Sewer Pipo PVC SDR-26,Aeceptablc Backfill 3311 10,33 3112,33 3120 LF 182 $79.00 $14,196,00 4 3331.5748 8'DIP scow Pipc,CLSM Backfill 33 11 10 1111' G5 $123.00 $8,32o.00 5 0241.2201 Remora 4'Sener Manhole 02 41 14 EA 10 $650.00 $6.500.00 G 3201.04UU Temporary Asphalt Paving Repair(2"I IMAC on 6"CTB) 3201 i8 LF 4UO $23.4)0 $9,20000 7 3201 0113 6'Wide Asphalt PvnN Repair Residential 32 01 17 LF 558 _ S57 DO $31,806.00 J. 3VILOI23 6'Wide Asphalt Psxnl Repair,Arterial 32 0!!7 LF 96 $47.00 $4,512.00 9 32UI 0614 Conc PYInI Repair,R idanial 320129 SY 20 $1 14.OU S2,28000 In 3213.0301 4"Conc Sidewalk _ _ _ _ _ 321320 SF 203_ _ $8A0 51,624.011 t 1 3213.0401 6"Conchae Dnveway 32 1320 SF 40 $I0.50 $420.00 .....-.- ....................................................................................................................-............................................................................................_....................._.................................................._............_................................................................ ...........................-..........I.. 12 3Z 14.OlOD Brick Pvint Rein vo and Replaw(01oander InWr-liwi Bricks) 32 14 16 SY ]D $250.00 $2,500,00 13 3216.0101 6"Conc Curb and Gulter 371613 LF 50 $32.nn $1,600.00 14 3291A]00 Tops.il- --- _-- - -- 329119 _--- -CY 100- _- --$25.00 - ----$2,5U0- 15 3292.OIUU Block Sod Placcnuvtl 329213 _ SY Inn $5.00 $50000 __-1G 3301 0001 ProCCTV Inspection _ _ __ _ - -- 33 01.31 ---- --- LF __1,53R $2.00 S3,076.00 17 3301.0002 Post-CCTV Inspection 33013I LF L,058 SLOG $1,05800 18 3301.0101 Manhole Vacumu Tmting _ _ __ _ _ ___ _ __ 330130 _ EA 16 $200.00 $3,200_00 19 3305 0114 Manlwfc Adjusbncnl,Major wl Cover 33 05 14 Ep 9 $2,00000 $18,000.00 2n 331)5.0113 Trench Water Stops 33 05 l0 I-A 3 $930.00 S2,550.o0 ..............._.........................._....._......... .-.........................................._.. _...._................._........................... -........�-..................,..,...-.. ............... ............ ............ ............ .......-......... ........._.................... ... _,.... ..,._.-. _ 21 3305.0110 Utility Markers _ _ _ _ 330526 _ _ _ _LS __]_ __ $500.00 $500.00 22 3. 31,3101 4"Sc+sar Scwiso 333150 EA B S1,900-00 SI5,200.0U .......... ,.....,..,. .,......, ._ .,....,., .,_. ........ .. ............, .,...,..,.., . .. ........ . .. .... ..... .... .. ._ .... .. ....-_ 23 3331.3311 4 Sener Service,Rooannoction(By Open Gn) 3331 50 CA a $900.00 $7,200 00 24 33050109'french Safety 330510 LF 1,058 $1.00 _ $1,058.00 2y 3339.00D1 Epoxy Ma,[w]c.L c,(Wazop E .ro c tnlEpo.y Cormsiwi Pmtoclion ar Appra ed Equal) 333960 VF 64 $27000 S17,280.UU 26 3339.1001 4'Manhole 33391Q 333920 EA 9 S4,000.9D $36,000.00 27 3339.1002 4'DroP ManlmIe - __--, -33 39 10,33 39 20 EA T $S,SOR00 $39,500.00 CI1Y0F'FONTWORTI[ FYIT-CIDSIREF REPAIR AND RF. N.PROGRAM AND NEARSOrrFII SIRF.MEIX DIST.WS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 0QIR8&024d5 I-.Rcrisd 201]AI20 Did Proposal Addcndaml W-124.3 BID PROPOSAL. ftge2 or3 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application Projecl hint laronnation Bidder's Proposal Bidliso N tllcm 1)-,iptiaa SpxiBcdion Section No. Glc ircaas Q or Bid Unit Ni. Did Valoc uantity 26 3339.1003 W L•stra Acpth Manb_oh; 33 39 10,33 39 20 V F 43 $175 OU $7,525j16 29 3125.D101 SWPPP?l arse - --- 31 2.129 LS 1 $250.09 $250.00 . ... ...- ._........ ................-._.................._........._-....-............._.....-...-..............._..........._....................................-....__......... ......_..........._..............._....................................._....... ........ ......... ...,..,..,. . ...,. .,.-. _ 3U 0I71.0101 ConsWcOon Staking 017123 _ LS 1. __$5,000.00 $3,000_06 31: 0171.0102 Redline AsA31,ill Surrey Dl 7123 LS 1 $30W_00 $311300.00 32 9999.1003 Constnlct on Alla+vancc 949900 LS 1 $50OD0.00 S50,000.06 6WO tki Q-fiel r Nb li14fi Y6.D0 l 02410100 Ren ove S d Ik _ .07 41 S3 .SF 2T,250 $2 00 $42,500+JO ...... ....... ........ ........_ ._...... ............. ........._. ........... ._ ......... ......... ......... .,..,.....,__ Z 0241.03n0 Rcmovc ADA Ramp 024113 EA 30 $30000 W.000,00 3 n 0241.0401 Rewaro Console Drive 024113 SF 10650 _ 4 A.phaftDne -- __-- __-- -_- --- --- 024113 SF 115E $250 $2,675 oil 5 0241.Ofi00 RClnovc Wall ` 0241 l3 LF 100 $5.00 $500,00 6 0241.1000 Renim Canc Print _ _ _ _ _ _ _ ,0243 15 SY 8250 $900_., _., $74,250_00, 7 0241_1200 R Te B ck 11-t 02 41 15 Sy 500 $9 OU $4,500,QO ........ ....... ....... _ _...... . ....._ .......... _........ _......_ .._..... -......- ........ ....... _....... _.... .. ....., 8 0241.1700 Rcmo+ro Conc Curb&Guller _ __02 41 15 LF 7,400 _ $3 00 ___ $22,200.00 ..,..,.9 0241.1400 Rcmo%n Conc Valley Gulln - - 024I15 _- - - Sy 200 $9.00 .. ._ $1y00.00 10 0241.1506 2"SNPeMilling 9241 15 - 12,000 $350 $4200.011 ....... ..... --'. a ... .... .....__ -....... ......... ......... .. 11 0241 1700 10'Pavc tent Pulvcri_I n 0241 IS Sy. 18,700 - - _- 12 0241436 Rei ove4 G 1 In1e1 0241 14 EA 2 $1,730.90 $3 c0U.00 .......... ..... ........... .......... ...._. _......... -......... .......... .............._._... ......_... ............ ....... .........._ ........... .....,... - l3 3110.0101 Stic Clearing -- -- _311000 Sy 500 $10.00 $5.000.00 14 3110,ol02 G'-12"Trcc Rcnmval 31 In00 EA 9 S325.00 $2,92500 .. ........... .. .,..,. .,.,., .,..........„.,_ ...,..., .,..._..,....., ., ...,.., .,..,.., ..,.. ..., ... ... ............ .. ....... ._ ........ ........., _ .......... .......-.- ..... .... I5 31 LOA103 12"-]R"Trcc Rcawral 3]1000 EA 6 $75000 $4.500-00 _16 31I0.0104 18"-24"Tr Removal _ _ 311000 __ FA 2 -11,20000 17 .... .............3.1.I0.01.0.5.2.4"an.d Large. T R..-.-.[ ................................................_..............................._............_._......................................... ,._..................3.1 10 D ...... 3 .. .. . .... ... E_ __............_...... _$6..,.000.,0.0... 18 3l23,0101 Unclassified E.cavalion by P]an 312316 CY 42R $25.00 $10,725.00 . .,. ........ ............. .........., .... .......-. .,.. ..,.. ., ......... ........,.._-..,_ ...... ..,..,..,.., ..., .,......,., .,....,.,.. ., .... .. _ 19 3125.0101 SWPP_P_I xre 312500 _LS 1 $I500 UU $1,500.UD 20 321]01 l2 G FI bIc Bns Type A GR 1 32 11 23 SY 125 SR 00 51 000.UD 21 3211.0600 Cement(26 LB1SY) 32 1133 TN 3130 $17300 S52.500.00 _ 22 3212.0302 2"Asphalt Yvmt TSpe_D _32121b SY 28,20E $1G.50 _ -. $465,30000 Z3 32120401 HMACTransili_on 32 1216 TN 200 3225.00 $451000.00 .......24 3212.0600 HMACP LLesel U� .-__. ._,._321216 .__TN _._10 -__.$23000 ._,,,. S2,300700 25 "".0301 4"Conc Srdavalk 32 1120 SF 22,000 $R.00 $176,000,DO 26 3213 031 14'Conc S do+a14 Ad)ace l to Cu b.,. - .,,. - __ ..- _ . 32 l3 20 .,,. SF 12 000 $9 00 - $108,000:00 27 3213.0322 Co CNrh I B k ors des alk .32 1320 LP 800 $lU UO $B,QOOOU - ........ ....... ........ .........._. ..._. ...... ........ ........._... ......... .......... .........._ ..... ..... ........, ...,...... _ 28 3213.040t 6'Concreta Di-.y _321320 _ _ 5_F 10,000 $1050 _ $105000.00 29 9999.OUOl G C ncnt D ay(HES) -___- - --- __- 3213 20 SF 200- - -S31 50 S2i 00.OU 30 3213.04U3 8"Concrete Dn+a+oy �_. 321320 SF 1,3n0 $11.25 $14,625.00 _ - __ .. _. .. .. ___ _ _ __ 31 9997.0002 S CancrcicD +•crvaY{HE$), .,,,,.,,-. ..r -- - -321320 SF 200 31250 -. $2,SDO,UO 32 3213.0501 Barrier Free Ramp,Type R-1 32 1320 CA 19 $2,700.00 $51,300.00 33 3213.U503 Burner Free Ranlp Type M I µ 32 13 20 EA 2 $2,200 00 $4 400.00 34 3217 0506 Baniv Fro Ramp,Typo P-I -, ., , _.y _._- ,,-_32 1320. _ EA lfi _-$2,000 00 $32,000.D0 35 3216.0101 6"Conc Carrb and Center 321613 LF 14,000 S32.00 $449,000.00 ....... _...................................................._......_.................-........_..._-.......__.....__.....-.........r._.......-..._..........__..............._.........._......._ ............................._.......__.......... ..._..........................._............._.-_._......................._.......................... 36 32]6.U301 Cane Vo]]ey Gutter,Residential 32 16 13 Sy 2UU $150.00 W.000A0 37 3217.2002 Raised Marker TY Y 321723 GA 41 $2050 $840.50 38 3217.2103"FL Raised Marker'l'Y II-A-A -- - ----32 1723 EA 10-- - $20.50 $205.00 ........._-................................................................................................................r.................._..._.-............_........................................_....................................................................._.................._..................._..........._..._................................._........_..............._........-.._....._.......... .... 39 32l7.SUOl Cmb Addmss Paroling 321725 EA 70 $45.00 $3.150.00 40 3291.0100 Topsail _. _ ,., .. _ -_, 329119 ,CY 320, -,$2500 $5,000.OU 41 3292AIOD Block Sod Phi-cnl 3292 13 SY 5 000 $5 90 525,000_UU __42 3303.0107 Manhole Adjoshneat,Mi..(WJ Canc.Collar)_ _ _ _ _ _ 330514 EA 26 _$700.00 _ _ $I R.2II0,00 43 3305.0108 Misccllmrcous$lnlcturc Adjustnlmsi(WM) 33 OS 14 EA 7 $35D.OD $2,4%nO 44 37D5.011I Val.o Bo,Adjostlncnl W7 Conc Collar 3305 14 FA 47 $75.OU $3,525.U0 45 33050112 Cancrele Collar 330517 EA 9 $700.00 $6,30000 46 3441.4003 F ishl.L ll Al- ign G nd Mount City Sid. _ � 34 41 30 EA J $470 DO $4 230.00 ...._.. ... ... .. ...... 47 3441.4110 Remove and Randall Sign Panel and Post 344130 EA 8 $470 OU $3r760.00 48 3346.0008 4"Pipe Undcrdrain,Type 9(RoorDrain Curb Opcning) 33 46 00 __ LF _70__ $20.00 __$1,409 00 49 3349.9003 r Grate Inlet --- __-- _- _---- - -_-- _-- - 33 49 20 EA 2 $700.00 S1,400.00 .-.................................................................... ......... ....................................................................................................................................._...._....................................... ................................................................... ...... _..........._... .......... ...................... .........._ ................ 50 3471.0001 Tral io Canlrol 3471 13 MO 12 $4,000 DU $48,000.00 SI_ 0171.0101 Canslroclian Staking(Paving) _ 017123 LS 1 $_8$000U..0000 $1980,50000,0O0 52 9990001 Roadl3andEN[ 00000 GA 17 ................ ........................ D................ ......................................................................_............................................. ...............t., ..._.................-....-....................... .................... .,......... _..,I...................,..... ......... ......... S3 9999.On02 Rmno+ro and Rcplaoe lnla Top 000000 F.A 9 $4,85U.00 $43-G50.00 ___�. .. .. ......, .... ... ... ... .. .. _, _,. .. _., ..... _.. ......,..,_,-,..,.. -.... __ ..... _ _ .....__ _ .... .......... .._.. ..,...... _ _54 9999.0003 Tciporary Asphah Si4ati lk(Tr.ffic CaNrol) _ _ 000000 SF 2,123 $5.00 $10,625.nD 55 9999_0004 B -__-Free Ra p Typo R IA ...... . ........ _. _ .. ._..T ... ..... .,..... .. ..32 1320 -_ I-_ IOUOD $I6,60U.00 ...... ... ..... t..... ..,.. ._. -56 9999 0005 Barrio Frcc Ramp,Typc R 113 T _ 32 1320 EA 2 _ __S3i 00.00 $G 200.OU .... .... ..... _ _._, ....... _ ..... ........ ........ _.._ '- .. . 57 9999.0006 Dormer Free R..pj3Te R-lC 32 1320 EA 1 -$2r700.00 $2,700.0U 58 99990007 Barris Froe Ramp,Typc R-1D 321320 EA 1 $3,10000 _ _ _$3,100_00 ......... .......... .. ..... .... ..... .......... .. ....... .... .... ........ ..... .. ...... ......... ... .,.,_..._.. ., .. .. 59 9999.000R Barrier Frco Ramp,T3'Pc R-I F 32 1320 EA 1 $1,100.00 53,100.00 ........................................................................................................._......._...................._.......,. ..................-....._..........................._....._....._.......... .......__.....__........................................_.,......................._................_..........................._....r................_...ter-..............._.. 60 9999.0009 Rmlm_s_e and Relocate Existing Wheel Stop On UU OU --..EA ......,G.... ...............$G040 ..,..,.... $360,00 61 9999 0010 Install"No P king"Sign Panel and Post 34 41 30 _ BA_ _2 _ $470 00 ___ _ $94000 G2 99991000 Mtscc]]ancoos UL bty Ad)ustnlem(Irrigation)- -_ _ 99990E LS 1 $]5,00000 S150000.00 453 9999.1003 Constnldion Allo1rance 999900 LS 1 $100.000.00 $100.00.00 guli ou ■I IIf_FAVI r�MEEIk`FAIE-NSLEM CITY OF FOlrr WORBI FYI7-W STRE XREPAIR ANTI RECON.PROGRAM AND NPAR.OHFR1 SIDE VIED.DI.ST.WS MAIN IMPROV. STANDARD OONSDitrmoN SpRCrRCATION DOCUMENTS a2388 k 02495 I',-Rariscd 30120120 Bid P,o .l Add,.d..] atr nz a7 BIU]'RUPOSAf. Page 3 of l SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Projml Item I.famiation Biddees Proposal Bidlist Item Deseoplion Specification Section No- Unit of Bid U. Price Bid Value No. Mm.. Quantity Bid Summary Base Bid UNIT 1:WATER IMPROVEMENTS $1166 158.50 UNIT It:SEWER IMPROVEMENTS 3446 236.110 UNrr 111;PAVING IMPROVEMENTS 32 2908I0.30 Total Mill $3.903.205.00 *Traffic Control Bid Item under Unit III"Paving Improvements"Will cover the total project duration under all units(Water,Sewer and Paving) FNO OF SECTION CriY OF I ORT WORTII FY 17-CM STREET REPAIR AND REWN.PROGRAM AND NEAR SOM11 SWE MFU UISr.WS MAIN IMPRUV STANDARD ODNSTRLICI ION SI'WIFWAYION DW-UMEN'IS 023HR R 02445 Fona Revised 2m20120 Ffid Pmr•'�aI Add=ndeml Bid Bond Surety Department KNOW ALL MEN BY THESE PRESENTS, That we, Stabile & Winn, Inc., as Principal, hereinafter called the Principal, and the Great American. Insurance Company of New York, a Corporation created and existing under the laws of the State of New York,-whose principal office is in Cincinnati, OH, as Surety, hereinafter called the Surety, are held and firmly bound unto the City of Fort Worth, Texas, as Obligee, hereinafter called the Obligee, in the sum of Five Percent (5%) of the amount bid Dollars ($ ------------), for the payment of which sum, well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns,jointly and severally, firmly by these presents. Whereas, the Principal has submitted a bid for FW South Pavement Replacement; FY17—CD 9 Street Repair and Reconstruction Program FY17--CD 9 Near South Side Med. Dist. Water and Sanitary Sewer Main Im rov. Unit 1 —Water; Unit 2 --Sanitary Sewer; Unit 3 —Paving Improvements W. Daggett Ave. S. Henderson St. to Hemphill St. • W. Broadwa Ave. S. Henderson St. to Jennin s St. • W. Peter Smith St. (Hemphill St to Grainger St. • W. Tucker St. (College Ave. Lipscomb St. • W. Hattie St. S Jennings Ave. to May St. • W. Cannon St. Lipscomb St. to S. Jennings Ave. • W. Leuda St. (Hemphill St. to S. Jennings Ave. • Grainger St. . Leuda St. to Penn slvania Ave. • Hurley Ave. . Magnolia Ave. to W. Oleander St. • College Ave. W. Morph Morphy St. to W. Magnolia Ave. • Alston Ave. a. Morph Morphy St. to W. Magnolia Ave. • Washington Ave. . Magnolia Ave. to Oleander St. City Project No. 02388 &02445 NOW THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter into a contract with the Obligee in accordance with the terms of such bid, and give such bond or bonds as may be specified in the bidding ox contract documents with good and sufficient surety for the faithful performance of such contract and for the'proinpt pftyment of labor and material furnished in the t rokcution thereof, or in the event of the failure of the Principal to enter such contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not to exceed the penalty hereof between the amount specified in said bid and such larger amount for which the Obligee may in good faith contract with another party to perform the work covered by said bid, then this obligation shall be null and void, otherwise to remain in full force and effect. Signed and sealed this I lth day of April, 2019 Attest: Stabile & Winn, Uic. (principal) By: By y enderson, Vice-President Witness: Great American Insurance Company of New York By: By Tracy Tucker, A-torney-in--Fact (SEAL) Form S-3266-4 Printed in U.S.A. 12-70 GREAT AMERICAN INSURANCE COMPANY OF NEW YORK New York Administrative Office:301 E 4TH STREET • CINCINNATI,OHIO 45202 • 513-369-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than SIX No 0 14893 POWER OF ATTORNEY KNOW ALL MEN BYTHESE PRESENTS:That the GREAT AMERICAN INSURANCE COMPANY OF NEW YORK,a corporation organized and existing under and by virtue of the laws of the State of New York,does hereby nominate,constitute and appoint the person or persons named below its true and lawful attorney-in-fact,for it and in its name,place and stead to execute on behalf of the said Company,as surety,any and all bonds,undertakings and contracts of suretyship,or other written obligations in the nature thereof;provided that the liability of the said Company on any such bond,undertaking or contract of suretyship executed underthis authority shall not exceed the limit stated below. Name Address Limit of Power TRACY TUCKER STEVEN TUCKER ALL OF ALL W.LAWRENCE BROWN BENNETT BROWN FORT WORTH, $100,000,000.00 KEVIN J.DUNN ROBERTA ERB TEXAS This Power of Attorney revokes all previous powers issued on behalf of the attorney(s)-in-fact named above. IN WITNESS WHEREOF,the GREAT AMERICAN INSURANCE COMPANY OF NEW YORK has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 13TH day of MARCH , 2018 Attest GREAT AMERICAN INSURANCE COMPANY OF NEW YORK Assistant Secretary Drvisiona!Senior F ice President DAVID C_KITCHIN(677-377-24051 STATE OF OHIO,COUNTY OF HAMILTON-ss: On this 13TH day of MARCH 2O18 ,before me personally appeared DAVID C.KITCHIN,tome known, being duly sworn,deposes and says that he resides in Cincinnati,Ohio,that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company of New York,the Company described in and which executed the above instrument; that he knows the seal;that it was so affixed by authority of his office under the fay-Laws of said Company,and that he signed his name thereto by like authority. pl �ry■/ €• �,,aiwi 7�1�1(Vtly11tl�/��L -I I&lP101LL , This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company of New York by unanimous written consent dated May 14,2009. RESOLVED: That the Divisional President,the several Divisional Senior Vice Presidents,Divisional Vice Presidents and Divisional Assistant Vice Presidents,or any one of them,be and hereby is authorized,from time to time, to appoint one or more Attorneys-in-Fact to execute on behalf of the Company,as surety,any and all bonds,undertakings and contracts of suretyship,or other written obligations in the nature thereof,•to prescribe their respective duties and the respective limits of their authority,-and to revoke any such appointment at any time. RESOLVED FURTHER:That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the.Company may be affixed by facsimile to any power of attorney or certificate of eithergiven for the execution of any bond, undertaking contract of suretyship,or other written obligation in the nature thereof,such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION 1,STEPHEN C. BERAHA,Assistant Secretary of Great American Insurance Company of New York,do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of May 14, 2009 have not been revoked and are now in full force and effect. Signed and sealed this llth day of April 2019 9� .. C9RPOFAf SEAL 'V Assistant Secretary S1185L(06/15) 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 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 Stale Here or bunk , 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 -Stillo I-lere or Blank , 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. BIDDER: Stabile &Winn, Inc. By: Jerry Hen son P.O. Box 79380 (Signature) Saginaw, TX. 76179 Title: Vice President Date: f t t J 20 I g _ END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 Bid Proposal Addenduml 0045 11 -1 BIDDERS PRFQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 3 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 on 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/taxpermit/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 PY I7-009&rmV..r r KKPAIK AND RFCON.PROOKAM AND NKAR SOUTH SO MED.OiST..W&SS MAIN M-ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 0045 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 has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America. This must be stated in the accounting firm'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 Sid 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. 50 c. The City will issue a letter as to the status of the prequalification approval. CITY OF FORT WORTH VY I7 C1)9STRKrI'RF.I'AIR AND RF:CON.VKOOR AM AN E)N4.AR SOUTH Soo.MIX DIS'I',W SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 0045 it -3 BIDDERS PREQUALIFICATIONS Page 3 of3 1 d. If a contractor has a valid prequaiification letter, the contractor will be eligible to bid 2 the prequalified work types until the expiration date stated in the letter. 3 4 5 6 7 S END OF SECTION CITY OF FORT WORTH PYI7•CI)9 SI'RKVf R YPA1R AND RECON.I'R60R AM AN I)NEAR SOUTH SIDE.MKI).DISI:W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 CITY OF FORT WORTH FY17-009STRF.FTRF.PRIR.4NDRFC0NS.&NFARSOUTHSIDFAMA DISTRICTW&S IMPROY. 02388&02445 00 45 12 BID FORM Page 1 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 Contractor/Subcontractor Company Name P requal ifi cation Expiration Date Water Distribution, Urban/Renewal, 12-inches and Venus Construction Aug. 31, 2019 smaller Sewer Collection System, Urban/Renewal, 12-inches and Venus Construction Aug. 31, 2019 smaller Liner System for Sanitary Sewer Structure (Warren or DFW Infrastructure (Under Venus Contract) Apr. 30, 2019 A.W. Chersterton or Approv. Equal) Asphalt Paving Construction/Reconstruction Stabile &Winn, Inc. Sept. 1, 2020 (15,000 square yards and GREATER) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Stabile &Winn, Inc. y: Jerry He rson P.O. Box 79380 (Signature) Saginaw, TX. 76179 Title: Vice President Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 Bid Proposal Addenduml 00 45 26-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a),as amended,Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No.02388& 02445. Contractor further certifies that, pursuant to Texas Labor Code, 7 Section 406.096(b),as amended,it will provide to City its subcontractor's certificates of 8 compliance with worker's compensation coverage. 9 10 CONTRACTOR: 11 Stabile & Winn, Inc. By: :TsW%V vr� 12 Company (Plea Print) 13 14 P.O. Box 79380 Signature- 15 Address 16 17 Saginaw, TX, 76179 Title: 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 BEFORE ME,the undersigned authority,on this day personally appeared 26 -1h ; a �&o , known to me to be the person whose name is 27 subscribed to the foregoing instrument,and acknowledged to me that he/she executed the 28 same as the act and deed of for the purposes and 29 consideration therein expressed and in the capacity therein stated. 30 1f 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this t�L day of 32 20_ft. 33 `..r...r- 34 DEBRA RODRIGUEZ * Notary Public,5tste of Texas 35 Comm.Expires 09-07-2022 36 ar -Notary ID 13171267-2 Notary Public in and for a State of Texas 37 38 END OF SECTION CITY OF FORT WORTH FY17-049 STREET REPAIR AND REOGN.PROGRAM AND NEAR SOUTH SIDE MED.D]ST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 023SS&02445 Revised July 1,2011 CITY OF FORT WORTH FYI7-CD 9 STRF.F.T REPAIR AND RECY1NS.&NEAR SOUTH SIDE MED,DISTRICT WS IMPROV,, 02388&02445 00 45 40-1 Minority Business Enterprise Specifications Page 1 of 2 1 SECTION 00 45 40 2 Minority Business Enterprise Specifications 3 4 APPLICATION OF POLICY 5 If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is 6 applicable. 7 8 POLICY STATEMENT 9 It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority 10 Business Enterprises (MBE) in the procurement of all goods and services. All requirements and 11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOALS 14 The City's MBE goal on this project is 6%of the total bid value of the contract (Base bid applies to Parks 15 and Community Services). 16 17 Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must 1S submit both a MBE Utilization Form and a SBE Utilization Form to be deemed responsive. 19 20 COMPLIANCE TO BID SPECIFICATIONS 21 On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to 22 comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 23 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 24 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation,or 25 3. Good Faith Effort documentation,or; 26 4. Prime Waiver documentation. 27 28 SUBMITTAL OF REQUIRED DOCUMENTATION 29 The applicable documents must be received by the Purchasing Division, within the following times 30 allocated, in order for the entire bid to be considered responsive to the specifications. The OII'Erm Tall 31 deliver the MRE documerltatiori iti person to the apptQpriate employe(! of the purchasing divlslon and 32 (}htain a date/tIrne receipt. Such receipt shall be evidence that the City received the documentation Irl 33 the time ailacated. A faxed and/or ennailed copy will not be accepted, 34 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City goal is met or exceeded: business day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City Subcontractor Utilization Form, if business day after the bid opening date, exclusive of the bid participation is less than stated goal: opening date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City Subcontractor Utilization Form, if no business day after the bid opening date, exclusive of the bid MBE participation: opening date. CITY OF FORT WORTH FT17-W9SYREEf REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.MST.W&ss MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised June 9,2015 00 45 40-2 Minority Business Enterprise Specifications Page 2 of 2 4. Prime Contractor Waiver Form, if received no later than 2:00 p.m., on the second City you will perform all business day after the bid opening date, exclusive of the bid contracting/supplier work: opening date. 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City exceeded. business day after the bid opening date, exclusive of the bid opening date. 1 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN 2 THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 3 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING 5 CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING 6 DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN 7 9 Any Questions,Please Contact The M/WBE Office at(817) 212-2674. 10 11 END OF SECTION CITY OF FORT WORTH FV17{D9 STREa REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&5S MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised June 9,2015 005243-1 Agreement Page 1 of 5 1 SECTION 00 52 43 2 A)REEMENT 3 THIS AGREEMENT, authorized on q Iqis made by and between the City of Forth 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and Stabile&Winn, Inc. , authorized to do business in Texas, acting by and through 6 its duly authorized representative, ("Contractor"). City and Contractor, in consideration of the 7 mutual covenants hereinafter set forth,agree as follows: 8 Article 1.WORK 9 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 10 Project identified herein. 11 Article 2.PROJECT 12 The project for which the Work under the Contract Documents may be the whole or only a part 13 is generally described as follows: 14 FY17-CD9 STREET REPAIR AND RECON. PROGRAM AND NEAR SOUTH SIDE MED. DIST. W&SS 15 MAIN IMPROV. 16 City Protect Numbers 02388&02445 17 Article 3.CONTRACT PRICE 18 City agrees to pay Contractor for performance of the Work in accordance with the Contract 19 Documents an amount, in current funds,of Three million nine hundred three thousand two 20 hundred five and 00/100 Dollars($_3,903,205.00 �. 21 Article 4. CONTRACT TIME 22 4.1 Final Acceptance. 23 The Work will be complete for Final Acceptance within 365 days after the date when the 24 Contract Time commences to run, as provided in Paragraph 2.03 of the General 25 Conditions, plus any extension thereof allowed in accordance with Article 12 of the 26 General Conditions. 27 4.2 Liquidated Damages 28 Contractor recognizes that time is of the essence for completion of Milestones, if any, 29 and to achieve Final Acceptance of the Work and City will suffer financial loss if the 30 Work is not completed within the time(s) specified in Paragraph 4.1 above. The 31 Contractor also recognizes the delays, expense and difficulties involved in proving in a 32 legal proceeding, the actual loss suffered by the City if the Work is not completed on 33 time. Accordingly, instead of requiring any such proof, Contractor agrees that as 34 liquidated damages for delay (but not as a penalty), Contractor shall pay City Six 35 Hundred and Fifty Dollars ($650.00) for each day that expires after the time specified in 36 Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. 37 Article 5.CONTRACT DOCUMENTS 38 5.1 CONTENTS: 39 A. The Contract Documents which comprise the entire agreement between City and 40 Contractor concerning the Work consist of the following: 41 1. This Agreement. 42 2. Attachments to this Agreement: 43 a. Bid Form 44 1) Proposal Form CITY or FORT WORTH M7-09STREEf REPAIR AND RECON.PROGRAM AND NEAR SODfE SIDE MED.DIST.W=MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01388&02445 Revised 11.15.17 005243-2 Agreement Page 2 of 5 45 2) Vendor Compliance to State Law Non-Resident Bidder 46 3) Prequalification Statement 47 4) State and Federal documents (project specific) 48 b. Current Prevailing Wage Rate Table 49 c. Insurance ACORD Form(s) 50 d. Payment Bond 51 e. Performance Bond 52 f. Maintenance Bond 53 g. Power of Attorney for the Bonds 54 h. Worker's Compensation Affidavit S5 L MBE and/or SBE Utilization Form 56 3, General Conditions. 57 4. Supplementary Conditions. 58 5. Specifications specifically made a part of the Contract Documents by attachment 59 or, if not attached, as incorporated by reference and described in the Table of 60 Contents of the Project's Contract Documents. 61 6. Drawings. 62 7. Addenda. 63 8. Documentation submitted by Contractor prior to Notice of Award. 64 9. The following which may be delivered or issued after the Effective Date of the 65 Agreement and, if issued, become an incorporated part of the Contract 66 Documents: 67 a. Notice to Proceed. 68 b. Field Orders. 69 c. Change Orders. 70 d. Letter of Final Acceptance. 71 72 Article 6. INDEMNIFICATION 73 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 74 expense, the city, its officers, servants and employees, from and against any and all 75 claims arising out of,or alleged to arise out of,the work and services to be performed by 76 the contractor, its officers,agents, employees,subcontractors, licenses or invitees under 77 this contract. This_indemnification_pro�ision_is_specifically_intended to operate and be 78 effective even if it is alleged or proven that all or some of the damages being sought 79 were caused, in whole or in part, by any act, omission or negligence of the city. This 80 indemnity provision is intended to include, without limitation, indemnity for costs, 81 expenses and legal fees incurred by the city in defending against such claims and causes 82 of actions. 83 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 85 the city, its officers, servants and employees, from and against any and all loss, damage 86 or destruction of property of the city, arising out of, or alleged to arise out of,the work 87 and services to be performed by the contractor, its officers, agents, employees, 88 subcontractors, licensees or invitees under this contract. This indemnification provision CITY OF FORT WORTH FYI 7LD9STREET REPAIR AND REEOM PROGRAM AND NEAR SO4HH SIDE MED.DIST.W&S5 MAIN IMPAOV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised 11.15.17 005243-3 Agreement Page 3 of 5 89 is specifically intended to berate and_be effective even if it is alleged or proven that all 90 or some of the damages being sought were caused, in whole or in part, by any act, 91 omission or negligence of the city. 92 93 Article 7.MISCELLANEOUS 94 7.1 Terms. 95 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 96 have the meanings indicated in the General Conditions. 97 7.2 Assignment of Contract. 98 This Agreement, including all of the Contract Documents may not be assigned by the 99 Contractor without the advanced express written consent of the City. 100 7.3 Successors and Assigns. 101 City and Contractor each binds itself, its partners, successors, assigns and legal 102 representatives to the other party hereto, in respect to all covenants, agreements and 103 obligations contained in the Contract Documents. 104 7.4 Severability. 105 Any provision or part of the Contract Documents held to be unconstitutional, void or 106 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 107 remaining provisions shall continue to be valid and binding upon CITY and CONTRACTOR. 108 7.5 Governing Law and Venue. 109 This Agreement, including all of the Contract Documents is performable in the State of 110 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 111 Northern District of Texas, Fort Worth Division. 112 7.6 Authority to Sign. 113 Contractor shall attach evidence of authority to sign Agreement if signed by someone 114 other than the duly authorized signatory of the Contractor. 115 116 7.7 Prohibition On Contracts With Companies Boycotting Israel. 117 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 118 Code, the City is prohibited from entering into a contract with a company for goods or 119 services unless the contract contains a written verification from the company that it: (1) 120 does not boycott Israel;and (2)will not boycott Israel during the term of the contract. 121 The terms "boycott Israel' and "company" shall have the meanings ascribed to those 122 terms in Section 808.001 of the Texas Government Code. By signing this contract, 123 Contractor certifies that Contractor's signature provides written verification to the City 124 that Contractor. (1) does not boycott Israel; and (2) will not boycott Israel during the 125 term of the contract. 126 127 7.8 Immigration Nationality Act. 128 Contractor shall verify the identity and employment eligibility of its employees who 129 perform work under this Agreement, including completing the Employment Eligibility 130 Verification Farm (1-9). Upon request by City, Contractor shall provide City with copies of 131 all 1-9 forms and supporting eligibility documentation for each employee who performs CITY OF FORT WORTH FY17{09 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDEMEO,GIST,W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised 11.15.17 005243-4 Agreement Page 4 of 5 132 work under this Agreement. Contractor shall adhere to all Federal and State laws as well 133 as establish appropriate procedures and controls so that no services will be performed by 134 any Contractor employee who is not legally eligible to perform such services. 135 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY 136 PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY 137 CONTRACTOR,CONTRACTOR'S EMPLOYEES,SUBCONTRACTORS,AGENTS,OR LICENSEES. 138 City, upon written notice to Contractor, shall have the right to immediately terminate this 139 Agreement for violations of this provision by Contractor. 140 141 7.9 No Third-Party Beneficiaries. 142 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 143 and there are no third-party beneficiaries. 144 145 7.10 No Cause of Action Against Engineer. 146 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or 147 their sureties, shall maintain no direct action against the Engineer, its officers, employees, 148 and subcontractors, for any claim arising out of, in connection with, or resulting from the 149 engineering services performed. Only the City will be the beneficiary of any undertaking by 150 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 151 whether as on-site representatives or otherwise, do not make the Engineer or its 152 personnel in any way responsible for those duties that belong to the City and/or the City's 153 construction contractors or other entities, and do not relieve the construction contractors 154 or any other entity of their obligations, duties, and responsibilities, including, but not 155 limited to, all construction methods, means, techniques, sequences, and procedures 156 necessary for coordinating and completing all portions of the construction work in 157 accordance with the Contract Documents and any health or safety precautions required 158 by such construction work. The Engineer and its personnel have no authority to exercise 159 any control over any construction contractor or other entity or their employees in 160 connection with their work or any health or safety precautions. 161 162 SIGNATURE PAGE TO FOLLOW 163 CITY OF FORT WORTH FY27CU95TREEI REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01388&02445 Revised 11.15.17 005243-5 Agreement Page 5 of 5 164 165 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective 166 as of the date subscribed by the City's designated Assistant City Manager("Effective Date"). 167 Contractor: City of Fort Worth Stabile&Winn, Inc. By: Susan Aianis By: Assistant City Manager (Signature) Date `� �0� . JE 3 [ t-,kM-t404 Attest: (Printed Name) City Se re ry Title: (Seal) Address: G �� P.O Box 79380 M&C C— 2'I Date: 1t City/State/Zip: Form 1295 No. A-O ffl-4850 3 Saginaw,TX, 76179 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible Date for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Mary H FM, PMP S94krrProfessional Engineer Approved as to Form and Legality: Douglas W. Black Assistant City Attorney 168 169 APPROVAL RECOMME DED: 170 171 172 Steve Cooke, 173 Interim Director, 174 Transportation and Public Works Department CITY OF FORT WORTH EY17LD95TRETT REPAIR AND RECON.PROORAM DNEARSOUTHSIDEMEDDDIST.W&55MAINIMPH�V. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS OFFICIAL eJ�7�ps Revised 11.15.17 C17Y SECRETARY IFT WORTH,TX CITY OF FORT WORTH F1`17-CD 9 STRUT RUAIR AND RF,CONS.&NEAR SOUTNSIDF.MSD.DISTRICT W&S IMPROY. 02388&02445 Bond#CA 3014821 006114-1 PAYMENT80ND Page 1 of 2 1 SECTION BO 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESFNTS: 6 COUNTY OF TARRANT § 7 8 That we, Stabile&Winn,Inc. ,known as"Principal"herein,and 9 Great American Insurance Company of New York ,a corporate surety 10 (sureties),duly authorized to do business in the State of Texas,known as"Surety" herein 11 (whether one or more),are held and firmly bound unto the City of Fort Worth,a municipal 12 corporation created pursuant to the laws of the State of Texas,known as"City"herein,in the 13 penal sum of Three million nine hundred three thousand two hundred five and©t)f 100 Dollars 14 ($ 3,9a205.00 ],lawful money of the United States,to be paid in Fort Worth,Tarrant County, 15 Texas,forthe payment of which sum well and truly be made,we bind ourselves,our heirs, 16 executors,administrators,successors and assigns,jointly and severally,firmly by these presents: 17 WHEREAS,Principal has entered into a certain written Contract with City,awarded the 18 _& ay of 2019,which Contract is hereby referred to and made a part hereof 19 for all purposes as if fully set forth herein,to furnish all materials,equipment, labor and other 20 accessories as defined by law,in the prosecution of the Work as provided for in said Contract 21 and designated as 22 FY17-CD9 STREET REPAIR AND RECO_N_._PROGRAM AND NEAR SOUTH SIDE N ED. 23 DIST. W&SS MAIN IMPROV. 24 City Proiect No. 02388,02445 25 26 NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION is such that if Principal shall 27 pay all monies owing to any(and all)payment bond beneficiary(as defined In Chapter 2253 of 28 the Texas Government Code,as amended) in the prosecution of the Work under the Contract, 29 then this obligation shall be and become null and void;otherwise to remain in full force and 30 effect. 31 This bond is made and executed in compliance with the provisions of Chapter 2253 of 32 the Texas Government Code,as amended,and all liabilities on this bond shall be determined in 33 accordance with the provisions of said statute. CITY OF FORT WORTH FTV7 095TREETAEPAIAANDflEQDN.PROGRAM AND NEUSWmsivEmmoBT W955MAIN IMPRM, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 006114-2 PAYMENT BOND Page 2of2 1 IN WITNESS WHEREOF,the Principal and Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the. day of 3 20 1 PRINCIPAL: Stabile&Winn Inc. ATTEST: BY: 04(4 Signature Jerry Henderson,Vice-President (PrincipaVSkretary Name and Title Address: P.0 Box 79380 Saginaw,TX,76179 Hess as to Princlpal SURETY: Great Am i n In n) Company of New York ATTEST: BY: L) Sign ture Steven Tucker,Attorney-in-Fact (Surety)Secretary Name and Title �, Address: P O Box2285 ��/�� FL Worth,TX 76113 Witness as to Surety Telephone Number: 8171336-8520 4 5 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 6 bylaws showing that this person has authority to sign such obligation. If Surety's physical 7 address is different from its mailing address,both must be provided, 8 9 The date of the bond shall not be prior to the date the Contract is awarded. 10 END OF SECTION CITY OF FORT WORTH FY17I39 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH MCI MED.DIST.W&SS MAIN IPAPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 Bond#C:A 3014821 006113-1 PERFORMANCE BOND Page 1 of 2 1 SECTION 00 6113 2 PERFORMANCE BOND 3 4 THE STATE:OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Stabile&Winn,Inc. ,known as "Principal" herein and 9 Great American Insurance Company of New York ,a corporate surety(sureties,if more than 10 one)duly authorized to do business in the State of Texas,known as"Surety"herein(whether 11 one or more),are held and firmly bound unto the City of Fort Worth,a municip�l corporation 12 created pursuant to the laws of Texas, known as"City"herein, in the penal sum of, Three 13 million nine hundred three thousand two hundred five and 001100 Dollars($ ,903,205.00 ), 14 lawful money of the United States,to be paid in Fort Worth,Tarrant County,Texas for the 15 payment of which sum well and truly to be made,we bind ourselves,our heirs,executors, 16 administrators,successors and assigns,Jointly and severally,firmly by these presents. 17 WI-119I3EAS,the Principal has entered into a certain written contract with the City 18 awarded the day of V U4f- ,2019,which Contract is hereby referred to and made 19 a part hereof for all purposes as if fully set forth herein,to furnish all materials,equipment labor 20 and other accessories defined by law,in the prosecution of the Work,including any Change 21 Orders,as provided for in said Contract designated as 22 FYI7-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED. 23 DIST. W&SS MAIN IMPROV., City Project Numbers 02388 &02445 24 NOW,THEREFORE,the condition of this obligation is such that if the said Principal shall 25 faithfully perform It obligations under the Contract and shall in all respects duly and faithfully 26 perform the Work,including Change Orders,under the Contract,according to the plans, 27 speclflcations,and contract documents therein referred to, and as well during any period of 28 extension of the Contract that may be granted on the part of the City,then this obligation shall 29 be and become null and void,otherwise to remain in full force and effect. 30 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 31 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort. 32 Worth Division. CITY OF FORT WORTH FY17{09MEFT REPAIR AND RRWN.PROGRAM MIDNEARSOUTHSIDE MED.DIS7.WOSMAtN FMPRW. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2012 006113-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of 2 the Texas Government Code,as amended,and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED this 5 instrument by duly authorized agents and officers on this the. 11 day of 6 .20_L_4_. PRINCIPAL: 7 Stabile&Winn Inc. 8 9 ATTEST: 10 BY:—.A/— 11 Signature 13 1 Jerry Henderson,Vice-President 14 (Principal)Secretary Name and Title i5 16 Address: P,O Box 79380 17 r Saginaw.TX,76179 18 - itness a to Principal 20 SURETY: 21 Great ican InsylInce Company of-7ew York 22 23 24 BY: 25 Sign ture 26 27 Steven Tucker,Attorney-in-Fact 28 Name and Title 29 30 Address: P 0 Box 2285 31 Ft Worth,TX 76113 32 /L 33 �C 34 Witness as to Surety Telephone Number: 817/336-8520 35 36 37 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from Its mailing address, both must be provided. 40 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH FwL09mwr REPAIRAND RECON.PROGMM ANDNEAR SIXlEH SIDEMED.DM Wws MAIN IMRROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 Bond#CA 3014821 006119-1 MAINTENANCE BOND Page 1 of 3 1 SECTION 00 6119 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOli'i!ALL BY 1 HESL PRESENTS: 6 COUNTY OF TARRART § 7 8 That we Stabile&Winn, Inc. known as"Principal"herein and 9 Great American Insurance Company of New York ,a corporate surety(sureties,if more than 10 one)duly authorized to do business in the State of Texas, known as "Surety"herein(whether 11 one or more),are held and firmly bound unto the City of Fort Worth,a municipal corporation 12 created pursuant to the laws of the State of Texas,known as"City" herein,in the sum of_ 13 Three million nine_hundred three thousand two hundred five and_091 00 Dollars 14 ($ 3 903 205.00 ),lawful money of the United States,to be paid in Fort Worth,Tarrant County, 15 Texas,for payment of which sum well and truly be made unto the City and its successors,we 16 bind ourselves,our heirs,executors, administrators,successors and assigns,Jointly and 17 severally,firmly by these presents. 18 19 WHEREAS,the Principal has entered Into a certain written contract with the City awarded 20 the_; day of I,- - ,2019,which Contract is hereby referred to and a made part hereof for 21 all purposes as if fully set forth herein,to furnish all materials,equipment labor and other 22 accessories as defined by law,in the prosecution of the Work,Including any Work resulting from 23 a duly authorized Change Order(collectively herein,the"Work")as provided for in said contract 24 and designated as 25 FY17-CD9 STREET REPAIR AND RECON. PROGRAM AND NEAR SOUTH SIDE MED. DIST.W&SS 26 MAIN IMPROV. 27 City Proiect No.02388&02445 28 29 WHEREAS,Principal binds itself to use such materials and to so construct the Work In 30 accordance with the plans,Specifications and Contract Documents that the Work is and will 31 remain free from defects in materials or workmanship for and during the period of two(2)years 32 after the date of Final Acceptance of the Work by the City("Maintenance Period");and 33 CITY OF FORT WORTH FY17-CD95TREET REPAIR AND REM&PHOQRFM MCI NEAR SOUTH SIOEMEO.OIST.WMIS MAIN IMPROM. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 006119-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 2 receiving notice from the City of the need therefor at any time within the Maintenance Period. 3 4 NOW THEREFORE,the condition of this obligation is such that if Principal shall remedy 5 any defective Work,for which timely notice was provided by City,to a completion satisfactory fi to the City,then this obligation shall become null and void;otherwise to remain in full force and 7 effect. 8 9 PROVIDED,HOWEVER,if Principal shall fail so to repair or reconstruct any timely 10 noticed defective Work,it is agreed that the City may cause any and all such defective Work to 11 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal 12 and the Surety under this Maintenance bond;and 13 14 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 15 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 16 Worth Division;and 17 18 PROVIDED FURTHER,that this obligation shall be continuous in nature and successive 19 recoveries may be had hereon for successive breaches. 20 CITY 0 F FORT WORTH FYI 7-CO4STREET REPAIR AND RECON.PROGRAM AN NEAR 50M SIDE MED.DIST.W&5S MAIN IMPROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 006119-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the day of i4L� 3 20—d. 4 PRINCIPAL: 5 Stabile&Winn Inc. 6 7 ' 8 ATTEST: BY, 9 45 Signature 10 11 12 Jerry Henderson,Vice--President 13 (Principal)Secretary Name and Title 14 �} 15 L� Address:P.O Box 79380 16 Saginaw,TX,_76179 17 Witness as to Inclpal 19 SURETY: 20 Great 6E,11iijan r nce Com an of New York 21 22 23 ATTEST: BY: 24 idiature 25 26 Steven Tucker,Attorney-in-Fact _ 27 (Surety)Secretary Name and Title 28 29 Address: P 0 Box 2285 30 Ft Worth,TX 76113 31 - 32 33 Witness as to Surety Telephone Number: 817/336-8520 34 35 *Note: If signed by an officer of the Surety Company,there must be on file a certified extract 36 from the by-laws showing that this person has authority to sign such obligation. If 37 Surety's physical address is different from its mailing address, both must be provided. 38 The date of the bond shall not be prior to the date the Contract is awarded. 39 CITY OF FORT WORTH PY37-MlISTREK REPMRAND RFCDN,PADRAMANDNFARSOM SIDE IVIMPISf.WUSMANN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 CITY OF FORT WORTH Fn7-CD 9 STREET REPAIR AND RFCONS.&MEAR SOUTM SI DK MFh.DISMICT W&S 1MPROP.. 02388&02445 TEAT AMERICAN INSURANCE COMPANY OF NEW YORK New York Administrative Office:301 E 4TH STREET • CINCINNATI,OHIO 45202 • 513-368-5000 • FAX 513-723-2740 The number of persons authorized by this power of attorney is not more than SIX No.U 14893 POWER OF ATTORNEY KNOW ALL MEN BYTHESE PRESENTS:That the GREATAMERICAN INSURANCE COMPANY OF NEW YORK,a corporation organized and existing under and by virtue of the laws of the State of New York,does hereby nominate,constitute and appoint the person or persons named below its true and lawful attorney-in-fact,for it and in its name,place and stead to execute on behalf of the said Company,as surety,any and all bonds,undertakings and contracts of suretyship,or other written obligations in the nature thereof;provided that the liability of the said Company on any such bond,undertaking or contract of suretyship executed under this authority shall not exceed the limit stated below. Name Address Limit of Power TRACY TUCKER STEVEN TUCKER ALL OF ALL W.LAWRENCE BROWN BENNETT BROWN FORT WORTH, $100,000,000.00 KEVIN J.DUNN ROBERTA ERB TEXAS This Power of Attorney revokes all previous powers issued on behalf of the attorneys)-in-fact named above. IN WITNESS WHEREOF,the GREATAMERICAN INSURANCE COMPANY OF NEW YORK has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 13TH day of MARCH 2018 Attest GREAT AMERICAN INSURANCE COMPANY OF NEW YORK -31 /L (04ww Ile x4d� AssisiaHiSecretary DivisionaiSenior�ceNresidenl DAVID C.KITCHIN(877-377-2405) STATE OF OHIO,COUNTY OF HAMILTON-ss: On this 13TH day of MARCH 2018 ,before me personally appeared DAVID C.KITCHIN,to me known, being duly sworn,deposes and says that he resides in Cincinnati,Ohio,that he is a Divisional Senior Vice President of the Bond Division of Great American Insurance Company of New York,the Company described in and which executed the above instrument; that he knows the seal;that it was so affixed by authority of his office under the By-Laws of said Company, and that he signed his name thereto by like authority. 3sMA KohaM mftAwftborow This Power of Attorney is granted by authority of the following resolutions adopted by the Board of Directors of Great American Insurance Company of New York by unanimous written consent dated May 14,2009. RESOLVED: That the Divisional President;the several Divisional Senior Vice Presidents,Divisional Vice Presidents and Divisional Assistant Vice Presidents,or any one of them,be and hereby is authorized,from time to time, to appoint one or more Attorneys-in-Fact to execute on behalf of the Company,as surety,any and all bonds,undertakings and contracts of suretyship,or other written obligations in the nature thereof-to prescribe their respective duties and the respective limits of their authority;and to revoke any such appointment at any time. RESOLVED FURTHER:That the Company seal and the signature of any of the aforesaid officers and any Secretary or Assistant Secretary of the Company may be affixed by facsimile to any power of attorney orcertificate of eithergiven for the execution of any bond, undertaking,contract of suretyship,or other written obligation in the nature thereof,such signature and seal when so used being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. CERTIFICATION I,STEPHEN C.BERAHA,Assistant Secretary of Great American Insurance Company of New York,do hereby certify that the foregoing Power of Attorney and the Resolutions of the Board of Directors of May 14, 2009 have not been revoked and are now in full force and effect. Signed and sealed this r/"-day of CORPOAA Assistant Secretary S1185L{06115) Great American Insurance Company of New York GmATAmERICAv Great American Alliance.Insurance Company INSURANCE GROUP Great American Insurance Company IMPORTANT NOTICE: To obtain information or make a complaint: 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 at: P.O. Box 149104 Austin, TX 78714-9104 FAX: 1-512-475-1771 Your notice of claim against the attached bond may be given to the surety company that issued the bond by sending it by certified or registered mail to the following address: Mailing Address: Great American Insurance Company P.O. Box 2119 Cincinnati, Ohio 45202 Physical Address: Great American Insurance Company 301 E. Fourth Street Cincinnati, Ohio 45202 You may also contact the Great American Insurance Company Claim office by: Fax: 1-888-290-3706 Telephone: 1-513-369-5091 Email: bondelaims@gaic.com PREMIUM OR CLAIM DISPUTES: If 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 BOND: This notice is for information only and does not become a part or condition of the attached document. F.9667A(3/11) West, Jennifer From: Tracy Tucker <tracy@tuckeragency.com> Sent: Thursday,June 13, 2019 9:52 AM To: West,Jennifer; Roberta Erb Cc: TPW Contracts;jerry.henderson@stabilewinn.com; Hanna, Mary; Almaguer, Itzel Subject: Re: Authorization Request for GAIC Bond CA 3014821 Follow Up Flag: Follow up Flag Status: Flagged Jennifer, Thank you making contact regarding the project approval by the City of Fort Worth Council. You have my authorization to date the performance and payment bonds along with the Power of attorney to coincide with the contract execution date. Have a great day. Tracy Tucker 0 I Fucker Agency t: 81.7.336,8520 1 m:817.247.3090 e: tracy@tuckeragency.com w: http://tuckeragency.com a: 685 John R. Sias Memorial Pkwy, Ste 215, Fort Worth, TX 76134 On Thu, Jun 13, 2019 at 8:47 AM West, Jennifer <Jennifer.Westgfortworthtexas.gov> wrote: Good Morning Mr. Tucker, It was a pleasure talking with you this morning. As discussed, the bonds received from Stabile & Winn, Inc. for City project number 02388/02445 FY17 CD9 Street Repair and Reconstruction Program, identified as the bond number referenced above, are not dated nor is the Power of Attorney. City Council authorized this contract on June 11, 2019. I've attached a copy of the M&C for your records. With your written permission, I will date the bonds on your behalf. Please note, your authorization will become part of the contract and inserted immediately behind the Power of Attorney. If authorization is not provided, someone will need to come to City Hall and date the bonds or delivery two (2), fully executed sets. If you have any questions, please don't hesitate to contact me. i Thank you, Jennifer West Capital Delivery Contract Coordinator Transportation and Public Works 200 Texas Street Fort Worth, Texas 76102 817.392.7233 Phone 817.392.8092 Fax Jennifer.Westafortworthtexas.90 City of Fart Worth Working together to build a strong community. FAORT'W RTH . 2 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE Or 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................................................................. 10 3,05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................l I Article 4—Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands .......... 11 ........................................................................................................ 4.02 Subsurface and Physical Conditions ..........................................................................................12 4.03 Differing Subsurface or Physical Conditions............................................................................. 12 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 CITY OF FORT WORTH FY17-CDe STREET REPAIR AND RECON.PROGRAM AND NFAR SOUTH SIDE MED.DIST.WASS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 Article 6-Contractor's Responsibilities....................................................................................... .....19 6.01 Supervision and Superintendence...............................................................................................19 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 Nees and Royalties...........................................................................................................26 6.09 Permits and Utilities------------------------- .------.......-----.-----..................................................27 6.10 Lavers 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 Article7-Other Work at the Site...................................................................................................................35 7,01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................................................................................................36 Article 8-City's ResponsibiIities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 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 CITY OF FORT WORTH FYI 7-CD9 STREET REPAIR AND RECON.PROGRAM AND NFAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 9.05 Determinations for Work Performed..........................................................................................38 9,06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 Article 10-Changes in the Work;Claims; Extra Work..................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work.............................................................•----------.--------------...----------------.------------...........39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 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............................................................ 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 15.0I City May Suspend Work.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 CITY OF FORT WORTH FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 15.03 City May Terminate For Convenience.......................................................................................60 Article 16—Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 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 FY17-CD9 STREET REPA€R AND RFCON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN 1MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-1 GENERAL CONDITIONS Pagel of63 ARTICLE 1 —DEF[NiTIONS 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. l. 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 form 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 FYE7-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH 510E MED.GIST.W&5S MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 007200-1 GENERAL CONDITIONS Page 2 of 63 13. Change Order—A document, which is prepared and approved by the City, which is signed 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 chattered 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 Claim—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 FY17-0O9 STREET REPAIR AND REWN.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 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- 3 1. 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DISr-W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 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, frilly, 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 date 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NFAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 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 Manages--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 Subinittals—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 FY17-CD9 STREET REPAIR AND RF.CDN.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 007200-3 GENERAL CONDITIONS Page 6 of63 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 oiher 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 furnishing, 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 orAdjectives.- CITY OF FORT WORT FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-1 GENERAL CONDITIONS Page 7 of63 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," groper," "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—PRELIMINARY MATTERS 2.01 Copies of Docwnents 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 FW-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&Ss MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 00 72 00-i 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)I 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 FYI.7-CD9 STREET REPAIR AND RECON,PROGRAM AND NEAR SOUTH SIDE ME D.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-1 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 1. 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 FYt7-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.❑IST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 007200-1 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: I. 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 Meuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. 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 FYL7-CD9 STREET REPAIR AND RFCON.PROGRAM AND NEAR SOUTH SIDE ME D_DIST.W&SS MAIN IMP ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-I GENERAL CONDITIONS Page I I 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 party. 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 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; CITY OF FORT WORTH FV17-CD9 STRFET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 00 72 00-1 GENERAL CONDITIONS Page 13 of63 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.l 7.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: I. 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.- I. 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED,DIST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-1 GENERAL CONDITIONS Page 14 of63 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. 4.45 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 Iine 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. 4.46 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 FY17-CD9 STREET REPAIR AND RECOM PROGRAM AND NEAR SOUTH SIDE.MFD.DIST.W&SS MA{N IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388$02445 Revised February 2,2016 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) specifying 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.front 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 FORT WORTH FYI 7-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 40 72 00-i 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 of Insurance 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 FY17-CD9 STREET REPAIR AND RECON,PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,20IG 00 72 00-1 GENERAL CONDITIONS Page 17of63 2. The Contractor's general liability insurance shall include a, `der 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 FV17 C09 STREET REPAIR AND REOON.PROGRAM AND NEAR SOUTH SIDE MED.GIST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 0.2388&02445 Revised February 2,2016 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 coverage 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 19 of 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 Ioss 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 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: I. 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 FYI 7-CD9 STRFFT RF PAIR AND RFCON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,20IG 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 01 32 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 FORT WORTH FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388 81 02445 Revised February 2,2016 007200-1 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: i) 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. Substilute fterns.• 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 01 25 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 FY17-CD9 STREET REPAIR ANn RFCON.PROGRAM AND NEAR SOUTH 516E MED.DIST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01388&02445 Revised February 2,2016 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 6.05.13. 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 indemn�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 6.05.13. 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. P. Contractors Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. CITY OF FORT WORTH FY17-CD9 STREET REPAIR AND RF ON.PROGRAM AND NEAR SOUTH SIDE MED.DI5T-W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 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 con-inunicate 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 FY17-CD4 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 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 l5th 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 11 th 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 Latins 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 FYL7-CD4 STRFET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDF MFD_DIST.W&Ss MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 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 Perinits 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 FYI 7-009 STRFFT REPAIR AND RFCON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 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. h!W://www.window.state.tx.us/taxinfo/taxforms/93-forms.htmi 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 land 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 street, 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 Pf17-CD9 STREET REPAIR AND R€CON.PROGRAM AND NEAR SOUTH SIDF MED.DIST.W&SS MAIN IMPRW STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised FebTuary2,2016 00 72 00-1 GENERAL CONDITIONS Page 29 of63 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 6.21, Contractor shall indemnify 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 FY17-CD95TRFFT REPAIR AND R€CON.PROGRAM AND NEAR SOUTH SIDE MED.D15T-W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 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 Comniunication 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 FYL7-CD9 STREET REPAIR AND RFCON.PROGRAM AND NEAR SOUTH SIDE MFo.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-i 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 6.18.C. CITY OF FORT WORTH FY17-CD9 STREET REPAIR AND RFCON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 32 of 63 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.- 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 complicd 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 FY17-ED9 STREET REPAIR AND RECON.PROGRAM AND NFAR SOUTH SIDE.MED.DIST.W&SS MAW IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-1 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.B.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. LWI INDEMNEMATIOIY_PROYISION IS SPECIFICALLY INTENDED_TO OPERATE AND BE FFFEC 11n F,M IF IT IS ALI,F.GFD OR PROVEN THAT ALL. PART_ BY ANY ACT,_OMISSION OR NEGLIGENCE OF THE CITY. 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. TliiLS_INDEMNIFICATION PROVISION IS CITY OF FORT WORTH FY17-CD9 STREET REPAIR AND RECOM PROGRAM AND NEAR SOUTH SIDE MED,DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 34 of 63 SPECIFICALLY LNTF.NDF.D TO OPF,RATF. AND BE F.FFF.CTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL, OR SOME. OF THF. DAMAGES BRING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT. OMLSSLON OR NEGLIGENCE OF THE CITY. 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 6.1 S.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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOU7H SIDE MFD,DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 007200-1 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 1964 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 party 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 FYI 7-CO9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00.1 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: 1. 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. UnIess 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 Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13,03. CITY OF FORT WORTH FY17-CD95TRFF7 RFPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.D157.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-I 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 Mary Hanna, or his/her successor pursuant to written notification from the Director of Transportation and Public Works. 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTIONSPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 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 for 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 FY17-CD9 STREET REPAIR AND RECON.PRO6RAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMP ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-1 GENERA!_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 known, 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 FY17-009 STREET REPAIR ANTI RFCON.PROGRAM AND NEAR SOUTH SIDE MFII,DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 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 CIaim 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. CITY OF FORT WORTH FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDF MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-I 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 I —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 11.01.B, 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 11.01.13, 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 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. S. 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 1`117-009 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 00 72 00-1 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 11.0I.A.1 or specifically covered by Paragraph 11.0I.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. Docuinentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs I1.01.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 FYI 7-CD95TRFFT REPAIR AND RECON.PROGRAM AND NEAR SOUTH 51DE MED.DIST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 007200-1 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 FYI7-CD9 STRFFT REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE ME D.DE57.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 00 72 00-1 GENERAL CONDITIONS Page45 of63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. 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. S. 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 party 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 FY7.7-CDS STREET REPAIR AND RF.CON.PROGRAM AND NEAR SOUTH SIDF MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 00 72 00-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non-site specific Contracts, the plans quantity measurement requirements are 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 11.0l.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 11.01.A.4 and 11.0I.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 12.0l.C.2.a and 12.0l.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SDUTH SIDF MFD.DIST.W&SS MAIM IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 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 I1.0I.A.I and I1.0I.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 11.0l.A.6, and 11.01.13; 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 Tirane 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 Iiable 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 FYU-CD9 STREET REPAIR AND RF.CON.PROGRAM AND NEAR SOUTH SIDE MED,DIST.W$SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,7016 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 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, re-tests, 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 under 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 FY27-CD9 STREET REPAIR AND RECON.PROGRAM AND NFAR SOUTH SIDE MED.DISE.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revises!February2,2016 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. I. 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MEU.DFST.W&SS MAFN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-1 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED,DIST.W&SS MAfN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-1 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 Claim,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 FV17-CD9 STREET REPAIR AND RECON-PROGRAM AND NEAR 50UTH SIDE MED.DISr.W"MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 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 of the 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDr MED.mST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-I 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 FYI 7-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED,GIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Wage 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, retainage 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NFAR SOUTH SIDE MFD.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-1 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: l. 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-1 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 Iimited 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 efFcctive 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: 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 FY17-CD9 STREET REPAIR AND RFCON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 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 finial 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 FY17-CP9 STRFET REPAIR ANP RFCON.PROGRAM AND NEAR SOUTH SIDF MFn,DIST.W&SS MAIN 1MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 00 72 00-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Tenninate 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 ##20020-12-201]established under Paragraph 6.06.D); 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. I. 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 FYI7-CD9 STREET REPAIR AND RFCON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&5S MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-i 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 Iaw. C. Notwithstanding Paragraphs I5.02.13, 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 00 72 00-] GENERAL CONDITIONS Page 60 of 63 15.03 City May Tenninate 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 furnished 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 FV17-CD9 STREET RF PAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&S5 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 007200-1 GENERAL CONDITIONS Page 61 of 63 D. Not latex 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. R Not later than 60 days ACT 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, ar 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 FYI 7-CD9 STRF.FT REPAIR AND RFCON.PROGRAM AND NFAR SOUTH SIDF MFD.DE5T.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February2,2016 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 Iimitation 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 FYLY-CD9 STREET REPAIR AND RECON.PROGRAM AND NFAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 007200-1 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 FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NFAR SOUTH SIDE IVIED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 2,2016 CITY OF FORT WORTH FI'I7-C'D9STRFF.TRFPAIRANDRFCONS.&NFAR SOUTH SIMAM9.DISTRICT W&SIMPROV. 02388&02445 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 7 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO GENERAL CONDITIONS 4 5 Supplementary Conditions 6 7 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 8 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 9 modified or supplemented remain in foil force and effect as so modified or supplemented. All provisions 10 of the General Conditions which are not so modified or supplemented remain in full force and effect. 11 12 Defined Terms 13 14 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 15 meaning assigned to them in the General Conditions,unless specifically noted herein. 16 17 Modifications and Supplements 18 19 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 20 other Contract Documents, 21 22 SC-3.03B.2,"Resolving Discrepancies" 23 24 Plans govern over Specifications. 25 26 SC-4.01A 27 28 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 29 Upon receiving the final easements descriptions,Contractor shall compare them to the lines shown on the 30 Contract Drawings. 3I 32 SC-4.01A.1.,"Availability of Lands" 33 34 The following is a list of known outs`anding right-of-way, and/or easements to be acquired, if any as of 35 36 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION NONE 37 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 38 and do not bind the City. 39 40 If Contractor considers the final easements provided to differ materially fi•om the representations on the 41 Contract Drawings, Contractor shall within five(5)Business Days and before proceeding with the Work, 42 notify City in writing associated with the differing easement line locations. 43 44 SC-4.01A.2,"Availability of Lands" 45 46 Utilities or obstructions to be removed,adjusted,and/or relocated 47 CITY OF FORT WORTH FY 17-CD9 3TAFF'r REPAIR AND RECON.]'ROGRAM ANDNFAR SOI7TH Sll)F MFD DIST.W&SS MAW]MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised January 22,2016 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 7 I The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated 2 asof03/01/19 3 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT NONE 4 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 5 and do not bind the City. 6 7 SC-4.02A.,"Subsurface and Physical Conditions" 8 9 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 10 A Geotechnical Exploration Report No. W180776,dated 06-13-2018,prepared by Alpha Testing a sub- 11 consultant ofANA Consultants, LLC., a consultant of the City,providing additional information on 12 recommendations to aid design and construction of the new pavement and rehabilitation of existing 13 pavements at various streets. 14 15 SC-4.06A.,"Hazardous Environmental Conditions at Site" 16 17 The following are reports and drawings of existing hazardous environmental conditions known to the City: 18 NONE 19 20 SC-5.03A.,"Certificates of Insurance" 21 22 The entities listed below are"additional insureds as their interest may appear"including their respective 23 officers,directors,agents and employees. 24 25 (1) City 26 (2) Consultant: NONE 27 (3) Other: NONE 28 29 SC-5.04A.,"Contractor's Insurance" 30 31 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 32 coverages for not less than the following amounts or greater where required by laws and regulations: 33 34 5.04A.Workers'Compensation, under Paragraph GC-5.04A. 35 36 Statutory limits 37 Employer's liability 38 $100,000 each accident/occurrence 39 $100,000 Disease-each employee 40 $500 000 Disease-policy limit 41 42 SC-5.04B.,"Contractor's Insurance" 43 44 5.04B.Commercial General Liability,under Paragraph GC-5.04B.Contractor's Liability Insurance 45 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 46 minimum limits of: 47 48 $1,000,000 each occurrence 49 $2,000,000 aggregate limit CITY OF FORT WORTH FY H-Cll9 YIRELF REPAIR AND REUUN.PRWRAM AND NEAR&IIJTH 9[Dr MED.DTST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised January 22,2016 007300-3 SUPPLEMENTARY CONDITIONS Page 3 0f 7 1 2 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 3 General Aggregate Limits apply separately to each job site. 4 5 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 6 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 7 8 SC 5.04C.,"Contractor's Insurance" 9 5.04C. Automobile Liability,under Paragraph GC-5.04C. Contractor's Liability Insurance under 10 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 11 12 (1) Automobile Liability-a commercial business policy shall provide coverage on "Any Auto", 13 defined as autos owned,hired and non-owned. 14 15 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 16 least: 17 18 $250,000 Bodily Injury per person/ 19 $500 000 Bodily Injury per accident/ 20 $100,000 Property Damage 21 22 SC-5.04D.,"Contractor's Insurance" 23 24 The Contractor's construction activities will require its employees,agents,subcontractors, equipment,and 25 material deliveries to cross railroad properties and tracks NONE 26 27 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 28 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 29 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 30 lantry Agreement"with the particular railroad company or companies involved,and to this end the 31 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 32 the right-of-entry(if any)required by a railroad company.The requirements specified herein likewise relate 33 to the Contractor's use of private and/or construction access roads crossing said railroad company's 34 properties. 35 36 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 37 coverage for not less than the following amotmts,issued by companies satisfactory to the City and to the 38 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 39 occupy, or touch railroad property: 40 41 (1) General Aggregate: $NONE 42 43 (2) Each Occurrence: $NONE 44 45 Required for this Contract X Not required for this Contract 46 47 With respect to the above outlined insurance requirements,the following shall govern: 48 49 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in 50 the name of the railroad company. However, if more than one grade separation or at-grade 51 crossing is affected by the Project at entirely separate locations on the Iine or lines of the same 52 railroad company,separate coverage may be required, each in the amount stated above. 53 CITY OF FORT WORTH FY17-CT"KMF..FTREPAiR AND RECON.PROGRAM ANDNEAR SO1111I SME MED.DIST.WASS MAN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised January 22,2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 7 1 2. Where more than one railroad company is operating on the same right-of-way or where several 2 railroad companies are involved and operated on their own separate rights-of-way, the Contractor 3 may be required to provide separate insurance policies in the name of each railroad company. 4 5 3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a 6 railroad company's right-of-way at a location entirely separate from the grade separation or at- 7 grade crossing,insurance coverage for this work must be included in the policy covering the grade 8 separation. 9 10 4. If no grade separation is involved but other work is proposed on a railroad company's right-of 1 I way, all such other work may be covered in a single policy for that railroad, even though the work 12 may be at two or more separate locations. 13 14 No work or activities on a rai]road company's property to be performed by the Contractor shall be 15 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 16 for each railroad company named,as required above. All such insurance must be approved by the City and 17 each affected Railroad Company prior to the Contractor's beginning work. 18 19 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 20 has been completed and the grade crossing,if any, is no longer used by the Contractor. In addition, 21 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 22 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 23 railroad company operating over tracks involved in the Project. 24 25 SC-6.04.,"Project Schedule" 26 27 PROJECT SCHEDULE SHALL BE TIER 3 FOR THE PROJECT 28 29 THE STREETS LISTED BELOW MUST BE COMPLETED PRIOR TO ANY OTHER STREETS,THIS 30 IS A MANDATORY SEQUENCE OF CONSTRUCTION. 31 1. GRAINGER ST.(W.LEUDA ST.TO PENNSYLVANIA AVE.) 32 2. W.CANNON ST.(LIPSCOMB ST.TO S.JENNINGS AVE.) 33 3. W.LEUDA ST.(HEMPHILL ST.TO S.JENNINGS AVE.) 34 4. W.DAGGETT AVE.(S.HENDERSON ST.TO HEMPHILL ST.) 35 36 37 ALL OTHER STREETS SHALL BE SEQUENCED AT THE CONTRACTOR DISCRETION. 38 CONTRACTOR SHALL SUBMIT A SEQUENCE OF CONSTRUCTION TO THE CONSULTANT ENGINEER 39 FOR THE APPROVAL PRIOR TO ANY CONSTRUCTION ACTIVITIES. 40 5. W.BROADWAY AVE.(S.HENDERSON ST.TO JENNINGS ST.) 41 6. W.HATTIE ST.(S.JENNINGS AVE.TO MAY ST.) 42 7. HURLEY AVE.(W.MAGNOLIA AVE.TO W.OLEANDER ST.) 43 8. COLLEGE AVE.(W.MORPHY ST,TO W.MAGNOI.,IA AVE.) 44 9. ALSTON AVE.(W.MORPHY ST.TO W.MAGNOLIA AVE.) 45 10. W.PETER SMITH ST.(HEMPHILL ST TO GRAINGER ST.) 46 11. W.TUCKER ST.(COLLEGE AVE.LIPSCOMB ST.) 47 12. WASHINGTON AVE.(W.MAGNOLIA AVE.TO OLEANDER ST.) 48 49 SC-6.07.,"Wage Rates" 50 51 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 52 Appendixes: 53 <Buzzsaw location, Resources/02-Construction Documents/Specifications/Div 00-General Conditions/ 54 CFW Horizontal Wage Rate Table.pdf> 55 <Buzzsaw location, Resources/02-Construction Documents/Specifications/Div 00-General Conditions/ 56 CFW Vertical Wage Rate Table.pdp 57 CITY OF FORT WORTH is y 17-C1"S1RREr RRPAui AND RECOM PROGRAM AND NP,AR MOUTH sDc MUD.DIST,w&ss MAD it mRov_ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised January 22,2016 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 7 I SC-6.09.,"Permits and Utilities" 2 3 SC-6.09A.,"Contractor obtained permits and licenses" 4 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 5 1. SW3P 6 2. Street Permit 7 8 SC-6.09B."City obtained permits and licenses" 9 The following are known permits and/or licenses required by the Contract to be acquired by the City: 10 1. NONE 11 12 SC-6.09C."Outstanding permits and licenses" 13 14 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of March 1, 15 2019. 16 17 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE 18 19 SC-6.24B.,"Title V1,Civil Rights Act of 1964 as amended" 20 21 During the performance of this Contract,the Contractor,for itself, its assignees and successors in interest 22 (hereinafter referred to as the"Contractor")agrees as follows: 23 24 1. Compliance with Regulations:The Contractor shall comply with the Regulation relative to 25 nondiscrimination in Federally-assisted programs of the Department of Transportation(hereinafter, 26 "DOT")Title 49,Code of Federal Regulations,Part 21,as they may be amended from time to time, 27 (hereinafter referred to as the Regulations),which are herein incorporated by reference and made a part 28 of this contract. 29 30 2. Nondiscrimination: The Contractor,with regard to the work performed by it during the contract,shall 31 not discriminate on the grounds of race,color, or national origin,in the selection and retention of 32 subcontractors, including procurements of materials and leases of equipment.The Contractor shall not 33 participate either directly or indirectly in the discrimination prohibited by 49 CFR,section 21.5 of the 34 Regulations,including employment practices when the contract covers a program set forth in 35 Appendix B of the Regulations. 36 37 3. Solicitations for Subcontractors,Including Procurements of Materials and Equipment: In all 38 solicitations either by competitive bidding or negotiation made by the contractor for work to be 39 performed under a subcontract,including procurements of materials or leases of equipment, each 40 potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations 41 under this contract and the Regulations relative to nondiscrimination on the grounds of race,color,or 42 national origin. 43 44 4. Information and Reports:The Contractor shall provide all information and reports required by the 45 Regulations or directives issued pursuant thereto,and shall permit access to its books,records, 46 accounts, other sources of information and its facilities as may be determined by City or the Texas 47 Department of Transportation to be pertinent to ascertain compliance with such Regulations,orders 48 and instructions.Where any information required of a contractor is in the exclusive possession of 49 another who fails or refuses to furnish this information the contractor shall so certify to the City,or the CITY OF FORT WORTH FYI7-CD9 MEET REPAIR AND RE.CON.PROCRAM AND NEAR SOIITH SIDE MF.D.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised January 22,2016 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 7 1 Texas Department of Transportation,as appropriate,and shall set forth what efforts it has made to 2 obtain the information. 3 4 5. Sanctions for Noncompliance:In the event ofthe Contractor's noncompliance with the 5 nondiscrimination provisions of this Contract,City shall impose such contract sanctions as it or the 6 Texas Department of Transportation may determine to be appropriate,including,but not limited to: 7 8 a. withholding of payments to the Contractor under the Contract until the Contractor 9 complies,and/or 10 b. cancellation,termination or suspension of the Contract, in whole or in part. 11 12 6. Incorporation of Provisions:The Contractor shall include the provisions of paragraphs(1)through 13 (6)in every subcontract,including procurements of materials and leases of equipment,unless exempt 14 by the Regulations,or directives issued pursuant thereto.The Contractor shall take such action with 15 respect to any subcontract or procurement as City or the Texas Department of Transportation may 16 direct as a means of enforcing such provisions including sanctions for non-compliance:Provided, 17 however,that,in the event a contractor becomes involved in,or is threatened with,litigation witb a 18 subcontractor or supplier as a result of such direction,the contractor may request City to enter into 19 such litigation to protect the interests of City, and,in addition,the contractor may request the United 20 States to enter into such litigation to protect the interests of the United States. 21 22 Additional Title VI requirements can be found in the Appendix. 23 24 SC-7.02.,"Coordination" 25 26 The individuals or entities listed below have contracts with the City for the performance of other work at 27 the Site: 28 Vendor Scope of Work Coordination Authority NONE 29 30 31 SC-8.01,"Communications to Contractor" 32 33 Existing Underground Fiber Optics Cable, Telecommunication Duct, and Gas lines located in various 34 streets. Please be cautious in those areas and reference the construction drawings for those utility 35 locations. 36 Any telecommunication manhole adjustments shall be done by the Franchise Utility. 37 AT&Tcontact JamesMeirose:Cell: 817-201-9461, Email:JM3684@A7T.COM 38 39 All existing 24"diameter Sanitary Sewer Rims within paving limits shall be replaced with 30"diameter 40 Sanitary Sewer Rims with concrete collar per City of Fort Worth Standards. 41 42 SC-9.01.,"City's Project Manager" 43 44 The City's Project Manager for this Contract is Mary Hanna,or his/her successor pursuant to written 45 notification from the Director of Transportation and Public Works or Water Department. 46 47 SC-13.03C.,"Tests and Inspections" 48 49 NONE 50 51 SC-16.01C.1,"Methods and Procedures" 52 CITY OF FORT WORTH FY 17-CD9aTREET REPAIR AN➢RECON.PROGRAM AND NEAR SOUTH 81T)F MER DIST lS'&Ss MAN IwROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised January 22,2016 007300-7 SUPPLEMENTARY CONDITIONS Page 7 of 7 1 NONE 2 3 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. 4 CITY OF FORT WORTH FY 17-CD9 STREETREPAIR AND REOUN.PROGRAM AND NEAR SOUTH SIDE MBE).DLST.W&SS MAIN IMPPOV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised January 22,2016 CITY OF FOR'I'W O WI'H FY17-CD 9 STREET REPAIR AND R&CONS.&NEAR SOUTH SI D6 MF.D.DISTRICT W&S IMPROY. 02388&02445 01 11 00-1 SUMMARY OF WORK Page] of3 1 SECTION 01 1100 2 SUMMARY OF WORK 3 PART1 - GENERAL 4 1.1 SUMMARY 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 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1. Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is 26 not a typical unit bid item included on the standard bid item list, then the item shall 27 be considered as a subsidiary item of Work,the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights-of-way as provided for in the ordinances of the City, as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials,and equipment for construction 37 purposes may be stored in such space, but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH F'Y17-C1)95rREET REPAIR ANI)RNCON.PROGRAM AND NEAR SOUTH SIIIF.MHD.INS.IUSS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised Deeember 20,20l 2 01 I100-2 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 FY17-CW1 p'Rrm'REPAIR AND RPCON.PROORAMANDNVARSOU'MSIDE:IVIED.I)f".1V&SS MAIN IMPHOV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388 c&02445 Revised December 20,2012 01 11 00-3 SUMMARY OF WORK Page of3 1 1.5 SUBMITTALS [NOT USED] 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] G 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 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH FY17-CI)931'REv.rRF.PAIR AND RKCON.PROGRAM ANI/NEAR SOUTH SIDE:MKI).I)IST..W&SS MAIM MTOY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 CITY OF FORT WORTH FYl7-009STRF.FTRF.PAIRANDRFCONS.&NFAR SOUTH SIDE A4F.D.DISTRICT W&SIMPROV. 02388&02445 012500-1 SUBSTITUTION PROCEDURES Page 1 of4 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 I or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 1 I 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 1 —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 [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution-General 26 l. Within 30 days after award of Contract(unless noted otherwise),the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers,provided said products are"or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements,or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH FYI7-C"9 MIBErr RRPAIR ANI)RECON_PRWRAM AN I)NEAR SOLPI11 SIDF.MFD.DISr.W&SS MAIN IMYROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,201 1 01 25 00-2 SUBSTITUTION PROCEDURES Page 2 of4 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. 47 4. No additional contract time will be given for substitution. CITY OF FORT WORTH FYI7�0D9 S'fREKTRNEAIR AND RECON.TOOK AM AND NN.AR SOUTH SIDE FIND.DIM,%V&SS MAIN I WROY, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,201 t 01 25 00-3 SUBSTITUTION PROCEDURES Page 3 of4 1 5. Substitution will be rejected if- 2 a. Submittal is not through the Contractor with his stamp of approval 3 b. Request is not made in accordance with this Specification Section 4 c. In the City's opinion, acceptance will require substantial revision of the original 5 design 6 d. In the City's opinion, substitution will not perform adequately the function 7 consistent with the design intent 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 12 A. In making request for substitution or in using an approved product,the Contractor 13 represents that the Contractor: 14 1. Has investigated proposed product,and has determined that it is adequate or 15 superior in all respects to that specified, and that it will perform function for which 16 it is intended 17 2, Will provide same guarantee for substitute item as for product specified 18 3. Will coordinate installation of accepted substitution into Work, to include building 19 modifications if necessary, making such changes as may be required for Work to be 20 complete in all respects 21 4. Waives all claims for additional costs related to substitution which subsequently 22 arise 23 1.10 DELIVERY,STORAGE, AND HANDLING[NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY INOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED) 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH FYI 7-009 SFRrKF RNPAIR AND RECON.PRGGR AM AN D NEAR SOUTH SIDE MED,ILSI:W&SS MAIN IMPROY, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 25 00-4 SUBSTITUTION PROCEDURES Page 4 of 4 1 EXHIBIT A 2 REQUEST FOR SUBSTITUTION FORM: 3 4 TO: 5 PROJECT: DATE: 6 We hereby submit for your consideration the following product instead of the specified item for 7 the above project: 8 SECTION PARAGRAPH SPECIFIED ITEM 9 10 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item, 35 Submitted By: For Use by City 36 37 Signature Recommended _Recommended 38 as noted 39 40 Firm _Not recommended _Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH F V 17-009 swr.T RN.k AIR AND RPCON.PROUR AM AN D NFAR SOUTH SIDE.MED,INST.14&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 31 19-1 PRECONSTRUC 1ON MEETING Page 1 of3 E SECTION 01 31 19 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 39 e. Other City representatives CITY OF FORT WORTH FYI7 CD9 STRHE TREPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDEMED.DIST.IMS MAM IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised August 17,2012 01 31 19-2 PRECONSTRUCTION MEETING Page 2 of 3 1 f. Others as appropriate 2 4. Construction Schedule 3 a. Prepare baseline construction schedule in accordance with Section Ol 32 16 and 4 provide at Preconstruction Meeting. 5 b. City will notify Contractor of any schedule changes upon Notice of 6 Preconstruction Meeting. 7 5. Preliminary Agenda may include: 8 a. Introduction of Project Personnel 9 b. General Description of Project 10 c. Status of right-of-way, utility clearances,easements or other pertinent permits 11 d. Contractor's work plan and schedule 12 e. Contract Time 13 f. Notice to Proceed 14 g. Construction Staking 15 h. Progress Payments 16 i. Extra Work and Change Order Procedures 17 j. Field Orders 18 k. Disposal Site Letter for Waste Material 19 1. Insurance Renewals 20 m. Payroll Certification 21 n. Material Certifications and Quality Control Testing 22 o. Public Safety and Convenience 23 p. Documentation of Pre-Construction Conditions 24 q. Weekend Work Notification 25 r. Legal Holidays 26 s. Trench Safety Plans 27 t. Confined Space Entry Standards 28 u. Coordination with the City's representative for operations of existing water 29 systems 30 v. Storm Water Pollution Prevention Plan 31 w. Coordination with other Contractors 32 x. Early Warning System 33 y. Contractor Evaluation 34 z. Special Conditions applicable to the project 35 aa. Damages Claims 36 bb. Submittal Procedures 37 cc. Substitution Procedures 38 dd. Correspondence Routing 39 ee. Record Drawings 40 ff. Temporary construction facilities 41 gg. M/WBE or MBE/SBE procedures 42 hh. Final Acceptance 43 ii. Final Payment 44 J. Questions or Comments CITY OF FORT WORTH r V 17.CD9 STR RI':I'R KPAIR AND RECON.PROGRAM AN I7 NEAR SOUTH 5111E MN.D.DISI'.)V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised August 17,2012 01 31 19-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 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 INOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH FYI?-CI)9 51A FF.r RN.PAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE ME).DIST.W&SS MAIN IMPROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised August 17,2012 CITY OF FORT WORTH FI'17-CD9STRRF.TIMPAIR AND RF.CONS..&NEAR SOUTHSIDRAfED,WSTRIC'TW&SIMPROV. 02388&02445 01 31 20-1 PROJECT MEETINGS Page I of 3 1 SECTION 01 31 20 2 PROJECT MEETINGS 3 4 PARTI - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Provisions for project meetings throughout the construction period to enable orderly 8 review of the progress of the Work and to provide for systematic discussion of 9 potential problems 10 B. Deviations 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 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 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination 22 1, Schedule,attend and administer as specified,periodic progress meetings,and 23 specially called meetings throughout progress of the Work. 24 2. Representatives of Contractor, subcontractors and suppliers attending meetings 25 shall be qualified and authorized to act on behalf of the entity each represents. 26 3. Meetings administered by City may be tape recorded. 27 a. If recorded, tapes will be used to prepare minutes and retained by City for 28 future reference. 29 4. Meetings, in addition to those specified in this Section, may be held when requested 30 by the City,Engineer or Contractor. 31 B. Pre-Construction Neighborhood Meeting 32 1. After the execution of the Agreement,but before construction is allowed to begin, 33 attend 1 Public Meeting with affected residents to: 34 a. Present projected schedule,including construction start date 35 b. Answer any construction related questions 36 2, Meeting Location 37 a. Location of meeting to be determined by the City. 38 3. Attendees CITY OF FORT WORTH FYI7-039 S'I'RvXY RE.I-AIR AND RYCON.PROOR AM AND NEAR SOUTH 51DR MND.DIST.N&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 31 20-2 PROJECT MEETINGS Page 2 of3 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 limited 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 f. 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 f. 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 m. 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 48 o. Review monthly pay request CITY OF FORT WORTH FV17.CI)9SI'RFrrNFi,AIR AND RECON.PROORAMANI)NEARSOUl14SIf7F.MNU.DIST.NVO$ MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02338&02445 Revised July 1,2011 01 31 20-3 PROJECT MEETINGS Page 3 of 3 1 p. Review status of Requests for information 2 6. Meeting Schedule 3 a. Progress meetings will be held periodically as determined by the Project 4 Representative. 5 1) Additional meetings may be held at the request of the: 6 a) City 7 b) Engineer 8 c) Contractor 9 7. Meeting Location 10 a. The City will establish a meeting Iocation. 11 1) To the extent practicable,meetings will behold at the Site. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT 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 END OF SECTION 23 Revision Log DATE NAME SUMMARY OF CHANGE 24 CITY OF FORT WORTH h'Y I7•CI39 SI'RWI'RPPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MEII.DIST.7V&$$MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 CITY OF FORT WORTH FYI 7-CD 9 STRF.F.T REPAIR AND RF,CONS.&NF41?SOUTH SIDF.MF.D.DISTRICT W&S IMPR(M 02388&02445 01 32 33-1 PRECONSTRUCTION VIDEO Page I oF2 1 SECTION 0132 33 2 PRE CONSTRUCTION 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 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 INOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH FY17-ciN$TK FISP A FPAIR AND RF:CON.PROOR AM AND NEAR SOUTH SII)F MF.D.tAST.%V&SS MAIN IMI-KOV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 32 33-2 PRECONSTRUC71ON VIDEO Page 2 of 2 1 PART 3 - EXECUTION [NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANCE 4 CITY OF FORT WORTH FY17-CD9 SI'Rhk:1'RHPAIH ANim)MN.PROOR AM AN D Nh.AR SOUTH SImmro,DIST.lY&9S MAIN IMPRoV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02443 Revised July 1,2011 01 33 00-1 SUBMITTALS Page 1 of 8 I SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 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 I6 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. 2I 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 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH FY17-C19 STREET R FTA1N AND RHOON.PROORAM AND NEAR SOUTH SIDE.MED.DISI;W$SS MAM IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 33 00-2 SUBMITTALS Page 2 of 8 l d. Make submittals promptly in accordance with approved schedule, and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples,utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter,A-Z, indicating the resubmission of the same drawing(i.e. 11 A-2nd submission, B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B f5 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section l8 3) B is the third submission(second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings,product data and samples, including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing, sample and product data submitted by the Contractor 28 with a Certification Statement affixed including; 29 a. The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) `By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials,dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 %2 inches x 11 inches. 38 2. Bind shop drawings and product data sheets together. 39 3. Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items/Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions 47 2. The Project title and number CITY OF FORT WORTH F V I7.CiN s'rRF.rr REI'AIR AND RRCON.PROORAM AN I)NEAR SOD141$IDE MP.D.DISr.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 33 00-3 SUBMITTALS Page 3 of 8 1 3. Contractor identification 2 4. The names of: 3 a. Contractor 4 b. Supplier 5 c. Manufacturer 6 5. Identification of the product, with the Specification Section number,page and 7 paragraph(s) 8 6. Field dimensions, clearly identified as such 9 7. Relation to adjacent or critical features of the Work or materials 10 8. Applicable standards, such as ASTM or Federal Specification numbers 11 9. Identification by highlighting of deviations from Contract Documents 12 10. Identification by highlighting of revisions on resubmittals 13 11, An 8-inch x 3-inch blank space for Contractor and City stamps 14 F. Shop Drawings 15 1. As specified in individual Work Sections includes,but is not necessarily limited to: 16 a. Custom-prepared data such as fabrication and erection/installation(working) 17 drawings 18 b. Scheduled information 19 c. Setting diagrams 20 d. Actual shopwork manufacturing instructions 21 e. Custom templates 22 f. Special wiring diagrams 23 g. Coordination drawings 24 h. Individual system or equipment inspection and test reports including: 25 1). Performance curves and certifications 26 i. As applicable to the Work 27 2, Details 28 a. Relation of the various parts to the main members and lines of the structure 29 b. Where correct fabrication of the Work depends upon field measurements 30 1) Provide such measurements and note on the drawings prior to submitting 31 for approval. 32 G. Product Data 33 1. For submittals of product data for products included on the City's Standard Product 34 List,clearly identity each item selected for use on the Project. 35 2. For submittals of product data for products not included on the City's Standard 36 Product List, submittal data may include,but is not necessarily limited to: 37 a. Standard prepared data for manufactured products(sometimes referred to as 38 catalog data) 39 1) Such as the manufacturer's product specification and installation 40 instructions 41 2) Availability of colors and patterns 42 3) Manufacturer's printed statements of compliances and applicability 43 4) Roughing-in diagrams and templates 44 5) Catalog cuts 45 6) Product photographs 46 7) Standard wiring diagrams CITY OF FORT WORTH FYI7-CD1)SFKE PKKPAIKANDKKCON.MOOKAMANONKAKSOVONSIOPMFO.DISf.W&SS MAINIMPKOV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388 do 02445 Revised December 20,2012 01 33 00-4 SUBMITTALS Page 4 of 1 8) Printed performance curves and operational-range diagrams 2 9) Production or quality control inspection and test reports and certifications 3 10) Mill reports 4 11) Product operating and maintenance instructions and recommended 5 spare-parts listing and printed product warranties 6 12) As applicable to the Work 7 H. Samples 8 1. As specified in individual Sections, include,but are not necessarily limited to: 9 a. Physical examples of the Work such as: 10 1) Sections of manufactured or fabricated Work 11 2) Small cuts or containers of materials 12 3) Complete units of repetitively used products color/texture/pattern swatches 13 and range sets 14 4) Specimens for coordination of visual effect 15 5) Graphic symbols and units of Work to be used by the City for independent 16 inspection and testing, as applicable to the Work 17 1. Do not start Work requiring a shop drawing, sample or product data nor any material to 18 be fabricated or installed prior to the approval or qualified approval of such item. 19 1. Fabrication performed, materials purchased or on-site construction accomplished 20 which does not conform to approved shop drawings and data is at the Contractor's 21 risk. 22 2. The City will not be liable for any expense or delay due to corrections or remedies 23 required to accomplish conformity. 24 3. Complete project Work,materials,fabrication, and installations in conformance 25 with approved shop drawings,applicable samples, and product data. 26 J. Submittal Distribution 27 1. Electronic Distribution 28 a. Confirm development of Project directory for electronic submittals to be 29 uploaded to City's Buzzsaw site, or another external FTP site approved by the 30 City. 31 b. Shop Drawings 32 1) Upload submittal to designated project directory and notify appropriate 33 City representatives via email of submittal posting. 34 2) Hard Copies 35 a) 3 copies for all submittals 36 b) If Contractor requires more than 1 hard copy of Shop Drawings 37 returned,Contractor shall submit more than the number of copies listed 38 above. 39 c. Product Data 40 1) Upload submittal to designated project directory and notify appropriate 41 City representatives via email of submittal posting. 42 2) Hard Copies 43 a) 3 copies for all submittals 44 d. Samples 45 1) Distributed to the Project Representative 46 2. Hard Copy Distribution(if required in lieu of electronic distribution) 47 a. Shop Drawings CITY OF FORT wo R r H r V Ip-CD9 STREET REPAIR AN D Rk:CON.PN0GK AM AND NEAR SOUTH SIDE W.D.DI ST.%V&SS MAIN I MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 33 00-5 SUBMITTALS Page 5 of 8 1 l) Distributed to the City 2 2) Copies 3 a) 8 copies for mechanical submittals 4 b) 7 copies for all other submittals 5 c) If Contractor requires more than 3 copies of Shop Drawings returned, 6 Contractor shall submit more than the number of copies listed above. 7 b. Product Data 8 1) Distributed to the City 9 2) Copies 10 a) 4 copies 11 C. Samples 12 1) Distributed to the Project Representative 13 2) Copies 14 a) Submit the number stated in the respective Specification Sections. 15 3. Distribute reproductions of approved shop drawings and copies of approved 16 product data and samples,where required, to the job site file and elsewhere as 17 directed by the City. 18 a. Provide number of copies as directed by the City but not exceeding the number 19 previously specified. 20 K. Submittal Review 21 1. The review of shop drawings, data and samples will be for general conformance 22 with the design concept and Contract Documents. This is not to be construed as: 23 a. Permitting any departure from the Contract requirements 24 b. Relieving the Contractor of responsibility for any errors,including details, 25 dimensions,and materials 26 c. Approving departures from details furnished by the City, except as otherwise 27 provided herein 28 2. The review and approval of shop drawings, samples or product data by the City 29 does not relieve the Contractor from his/her responsibility with regard to the 30 fulfillment of the terms of the Contract. 31 a. All risks of error and omission are assumed by the Contractor, and the City will 32 have no responsibility therefore. 33 3. The Contractor remains responsible for details and accuracy, for coordinating the 34 Work with all other associated work and trades,for selecting fabrication processes, 35 for techniques of assembly and for performing Work in a safe manner. 36 4. If the shop drawings, data or samples as submitted describe variations and show a 37 departure from the Contract requirements which City finds to be in the interest of 38 the City and to be so minor as not to involve a change in Contract Price or time for 39 performance, the City may return the reviewed drawings without noting an 40 exception. 41 5. Submittals will be returned to the Contractor under 1 of the following codes: 42 a. Code 1 43 1) 'NO EXCEPTIONS TAKEN" is assigned when there are no notations or 44 comments on the submittal. 45 a) When returned under this code the Contractor may release the 46 equipment and/or material for manufacture. 47 b. Code 2 CITY OF FORT WORTH 4YIT-039S1'Rv. rREPAIRANDRECON.PROORAMANDNEARSCIVUSIIRMh:D.INSf.W&SS MAIN IMPROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 SUBMITTALS Page 6 of 8 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however,all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 1) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense,based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals,will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial, at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor,and will be considered"Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH EY 17-CD9 SIRE F:r R EPAIR ANIF RECO".I'ROOR AM AN'D W.AR SOUTH SIDE MED.OKI%%V&SS MAIN I"ITON'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 Ol 33 00-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal,appropriately coded, will be returned within 30 Calendar Days 5 fallowing receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include,but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information(RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information(RFI)form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with"RFI"followed by series number, "-xxx",beginning with"01"and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order,as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALS/INFORMATIONAL 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] 35 1.10 DELIVERY,STORAGE, AND HANDLING[NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH FYI 7.CI9 5FRF:N.-F Rr..PAIR ANI)RF:CON,PROOR AM AND NEAR SONIH SQ)F.MKI).DIST.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 33 00-8 SUBMITTALS Page 8 of 8 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF C14ANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days 5 CITY OF FORT WORTH F'Y17-CI19 9TRF:R'1'R};pAIR AND RKCON.PROGRAM AND NEAR SOUTH SIDE.MEH,DIS"T.%V&SS MAIN IMI'ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 35 13-1 SPECIAL PROJECT PROCEDURES Page 1 of8 1 SECTION 0135 13 2 SPECIAL,PROJECT PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes,but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives,Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 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 1 —General Requirements 23 3. Section 33 12 25—Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad fi-om damage arising out of and/or from the 41 construction of the Project. 42 2. Railroad Flagmen CITY OF FORT WORTH F'YI7.CD957'KVV.I'2HI'AIN AND OMN.VROGRAM AND NEAR SOUTH SIDE MV.D.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 35 13-2 SPECIAL PROJ ECr PROCEDURES Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 6 Site. 7 c. The price bid shall include: 8 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this Item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification,unless a date is specifically cited. 19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752, 20 High Voltage Overhead Lines. 21 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction 22 Specification 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation(TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 29 b. All work performed in the TxDOT right-of-way shall be performed in 30 compliance with and subject to approval from the Texas Department of 31 Transportation 32 B. Work near High Voltage Lines 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines(more than 600 volts measured between 35 conductors or between a conductor and the ground) shall be in accordance with 36 Health and Safety Code,Title 9, Subtitle A, Chapter 752. 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage-type of guard about the boom or arm 42 b. Insulator links on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH FYI 7-C[M S'ITtli ET REPAIR AND RECON.PROGRAM AND NEAR SOUTH Mini MED.DIS'r.1V&SS MAIN IMPRO\'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 35 13-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 a. Notification shall be given to: 2 1) The power company(example: ONCOR) 3 a) Maintain an accurate log of all such calls to power company and record 4 action taken in each case. 5 b. Coordination with power company 6 1) After notification coordinate with the power company to: 7 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 8 lower the lines 9 c. No personnel may work within 6 feet of a high voltage line before the above 10 requirements have been met. 11 C. Confined Space Entry Program 12 1. Provide and follow approved Confined Space Entry Program in accordance with 13 OSHA requirements. 14 2. Confined Spaces include: 15 a. Manholes 16 b. All other confined spaces in accordance with OSHA's Permit Required for 17 Confined Spaces 18 D. Air Pollution Watch Days 19 1. General 20 a. Observe the following guidelines relating to working on City construction sites 21 on days designated as"AIR POLLUTION WATCH DAYS". 22 b. Typical Ozone Season 23 1) May 1 through October 31. 24 c. Critical Emission Time 25 1) 6:00 a.m. to 10:00 a.m. 26 2. Watch Days 27 a. The Texas Commission on Environmental Quality(TCEQ), in coordination 28 with the National Weather Service, will issue the Air Pollution Watch by 3:00 29 p.m. on the afternoon prior to the WATCH day. 30 b. Requirements 31 1) Begin work after 10:00 a.m. whenever construction phasing requires the 32 use of motorized equipment for periods in excess of I hour. 33 2) However, the Contractor may begin work prior to 10:00 a.m. if: 34 a) Use of motorized equipment is less than I hour,or 35 b) If equipment is new and certified by EPA as"Low Emitting", or 36 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions,or 37 alternative fuels such as CNG. 38 E. TCEQ Air Permit 39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 40 F. Use of Explosives, Drop Weight,Etc. 41 1. When Contract Documents permit on the project the following will apply: 42 a. Public Notification 43 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 44 prior to commencing. 45 2) Minimum 24 hour public notification in accordance with Section 01 31 13 46 G. Water Department Coordination CITY OF FORT WORTH FYI?-CI195'I'RKVI'RYPAIR AND RECON.PROGRAM AND NY.AR SOU'1'N 51D IVIED.INST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 35 13-4 SPECIAL PROJECT PROCEDURES Pap oF8 1 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines, The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on 1 t to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief)and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition, the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis,prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No(CPN) 30 c) Scope of Project(i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 I. Public Notification of Temporary Water Service Interruption during Construction 43 1. in the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction,prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH FYI?-CD951REET REPAIR AND RECON.I-ROCK AM AND NEAR SOU'rii SIDH MF.D.IW;T.AV&55 MAIN IMPRVV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 35 13-5 SPECIAL PROJECT PROCEDURES Page 5 Of 8 I b. Prepare flyer on the contractor's letterhead and include the following 2 information: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction rnSpeetor. 17 J. Coordination with United States Army Corps of Engineers(USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required,meet all requirements set forth in each designated 20 permit. 21 K. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required, meet all requirements set forth in each designated 24 railroad permit. This includes,but is not limited to,provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipts to City for verification of working days that railroad flagmen 38 were present on Site. 39 L. Dust Control 40 1. Use acceptable measures to control dust at the Site. 41 a. If water is used to control dust, capture and properly dispose of waste water. 42 b. If wet saw cutting is performed, capture and properly dispose of slurry. 43 M. Employee Parking 44 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH FY17 C1)9 SPREE.P KEI'AIR ANO RECON.PROON AM AND NEAR SOUTH SIDE MHD.DIM.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 35 13-6 SPECIAL PROJECT PROCEDURES Page 6 af8 1 1.5 SUBMITTALS [NOT USED] 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] 6 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 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.B—Added requirement of compl iance 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 13 CITY OF FORT WORTH F Vi7-CD95'IRF:RT RPI'AIR AND RFCON.I-ROOK AM AND NgAR SOUTH SIDE MY,D.DISI',%V&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 35 13-7 SPECIAL PROJECT PROCEDURES Page 7 of 8 1 EXHIBIT A 2 (To be printed on Contractor's Letterhead) 3 4 5 6 Date: 7 8 CPN No.: 9 Project Name: 10 Mapsco Location: 11 Limits of Construction: 12 13 14 15 16 17 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 18 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 19 PROPERTY. 20 21 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 22 OF THIS NOTICE. 23 24 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 25 ISSUE, PLEASE CALL: 26 27 28 Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> 29 30 OR 31 32 Mr, <C1TY INSPECTOR> AT <TELEPHONE NO.> 33 34 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 9306 35 36 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 37 CITY OF FORT WORTH FYI?-CD9 S'I'R Y.F I'ItRI'AIR ANO RF:MN.PROOR AM ANTI NEAR SOlffll SwF:mix DIS'P.w&SS MAIN rMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 35 13-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 1 EXHIBIT B 2 FORS' WORTH wwf DICE MO.7Cxxx projort monw: NOTICE Of TEMPORARY WATER SERVICE INTIERRII"10H IDUE TO LITII.FrY I•II rbtoV1MF?TEi IN YOUR N11W11DOR1100D, VOU WA"1'1 R 9F.RVICF WII.j.B91NTRRRLIPTEU 0ly BWT'1Jwl jtN TNV 14rllIN_q OF AND I VOLF HAVEQUENTIMO^ns JUT 1'14IN 81111'1`-0trF.PL,FASE CAM'.,: MR,_ AT 1VUNTRAVIr )RA SUYEKINTEINDkCI4T) (TpLEntoNV N11MHRR) UR PAR, AT (CrrY 1P1FiI'LrTOR) fPiC].EPHE)RE NUMBER) TH1J9 L'44C.ONVRNIEN['9 WILL 11E AS SHORT AJ3 I'OSSIBI.E. THANK YOU. .CONTRACTOR 4 CITY OF FORT WORTH FY17-CIY95rRF:F:r REPAIR AND RECON.VROGR AM AND NEAR SOUTH SIDE:MHII,INST.W&SS MAIN IMVROV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 45 23-1 TESTING AND INSPECTION SERVICES Page] of2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1 - GENERAL 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 l) 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. 39 2) Upload test reports to designated project directory and notify appropriate 40 City representatives via email of submittal posting. CITY OF FORT WORTH IY.7•C g s'n iewr REPAIR AND RECON.PROUR AM AND NEAR$00TI SIDE MKIX DIST 1V&SS MAIN WPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised tidy I,2011 01 45 23-2 TESTING AND INSPECTION SERVICES Page 2 of 1 3) Hard Copies 2 a) 1 copy for all submittals submitted to the Project Representative 3 b. Hard Copy Distribution(if required in lieu of electronic distribution) 4 1) Tests performed by City 5 a) Distribute 1 hard copy to the Contractor 6 2) Tests performed by the Contractor 7 a) Distribute 3 hard copies to City's Project Representative 8 4. Provide City's Project Representative With trip tickets for each delivered load of 9 Concrete or Lime material including the following information: 10 a. Name of pit 11 b. Date of delivery 12 c. Material delivered 13 B. Inspection 14 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 15 perform work in accordance with the Contract Documents. 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY,STORAGE, AND HANDLING[NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS [NOT USED] 25 PART 3 - EXECUTION [NOT USED] 26 END OF SECTION 27 Revision Log DATE NAME SUMMARY OF CHANGE 28 CITY OF FORT WORTH FYI 7-CD9 M R F.rF R PI-AIR AN D R RCOM.PROGR AM AMU NEAR SOU-I"SIDE MED.DIST.W&SS MAIN IMPRO1', STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of4 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 18 1.2 PRICE AND PAYMENT PROCEDURES 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 40 1) Contact City I week before water for construction is desired 41 d. Contractor Payment for Construction Water CITY OF FORT WORTH rY17-CD9S REFITREPAIR AND RE.CON,PROOR AM AND NEAR SOUTH SVE MED.DIS.%V&S$MAIN IMPROY, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revises!July 1,2011 01 5000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of4 1 1) Obtain construction water meter from City for payment as billed by City's 2 established rates. 3 3. Electricity and Lighting 4 a. Provide and pay for electric powered service as required for Work, including 5 testing of Work. 6 1) Provide power for lighting, operation of equipment,or other use. 7 b. Electric power service includes temporary power service or generator to 8 maintain operations during scheduled shutdown. 9 4. Telephone 10 a. Provide emergency telephone service at Site for use by Contractor personnel 11 and others performing work or furnishing services at Site. 12 5. Temporary Heat and Ventilation 13 a. Provide temporary heat as necessary for protection or completion of Work. 14 b. Provide temporary heat and ventilation to assure safe working conditions. 15 B. Sanitary Facilities 16 1. Provide and maintain sanitary facilities for persons on Site. 17 a. Comply with regulations of State and local departments of health. 18 2. Enforce use of sanitary facilities by construction personnel at job site. 19 a. Enclose and anchor sanitary facilities. 20 b. No discharge will be allowed from these facilities. 21 c. Collect and store sewage and waste so as not to cause nuisance or health 22 problem. 23 d. Haul sewage and waste off-site at no less than weekly intervals and properly 24 dispose in accordance with applicable regulation. 25 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 26 4. Remove facilities at completion of Project 27 C. Storage Sheds and Buildings 28 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor 29 above ground level for materials and equipment susceptible to weather damage. 30 2. Storage of materials not susceptible to weather damage may be on blocks off 31 ground. 32 3. Store materials in a neat and orderly manner. 33 a. Place materials and equipment to permit easy access for identification, 34 inspection and inventory. 35 4. Equip building with lockable doors and lighting, and provide electrical service for 36 equipment space heaters and heating or ventilation as necessary to provide storage 37 environments acceptable to specified manufacturers. 38 5. Fill and grade site for temporary structures to provide drainage away from 39 temporary and existing buildings. 40 6. Remove building from site prior to Final Acceptance. 41 D. Temporary Fencing 42 1. Provide and maintain for the duration or construction when required in contract 43 documents 44 E. Dust Control CITY OF FORT WORTH }Y17-CIKJ5rm .I'RE1'AIRANDR4:ComPRIJCRAMANDNEARSOUT"SIDEMI!1?.DI9r.IV&%MAINIMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 5000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 proj ect. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTFNANCF MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 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 [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [OR] SITE 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 A. Temporary Facilities CITY OF FORT WORTH FYI?-00951'RErI'NHV AIR AND RHCON.PNOORAM AND AR SOU I'H SIDE MFI).DIST.4Y&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 50 00-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of4 1 1. Remove all temporary facilities and restore area aver completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] b END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 CITY OF FORT WORTH FY17.CI)9 5'11 F;F:I'Rlil'AIN AND RECON.PROGRAM AND NEAR SOUTH SIDE MV.D.I)IST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel or3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1 - GENERAL 4 1.1 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. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department, 39 1) Allow a minimum of 5 working days for permit review. CITY OF FORT WORTH FY17-CU9 STRrrI'RE,I'AIR AND RECON.PROOR AM AND NEAR SOU ITI SIDE MED.DIST.N&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02338&02445 Revised]lily I,2011 01 55 26-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 2) Contractor's responsibility to coordinate review of Traffic Control plans for 2 Street Use Permit, such that construction is not delayed. 3 C. Modification to Approved Traffic Control 4 1. Prior to installation traffic control: 5 a. Submit revised traffic control plans to City Department Transportation and 6 Public Works Department. 7 1) Revise Traffic Control plans in accordance with Section 34 71 13. 8 2) Allow minimum 5 working days for review of revised Traffic Control. 9 3) It is the Contractor's responsibility to coordinate review of Traffic Control 10 plans for Street Use Permit, such that construction is not delayed. 11 D. Removal of Street Sign 12 1. If it is determined that a street sign must be removed for construction, then contact 13 City Transportation and Public Works Department, Signs and Markings Division to 14 remove the sign. 15 E. Temporary Signage 16 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting 17 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 18 Devices(MUTCD). 19 2. Install temporary sign before the removal of permanent sign. 20 3. When construction is complete, to the extent that the permanent sign can be 21 reinstalled, contact the City Transportation and Public Works Department, Signs 22 and Markings Division,to reinstall the permanent sign. 23 F. Traffic Control Standards 24 1. Traffic Control Standards can be found on the City's Buzzsaw website. 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 1.1 t FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2- PRODUCTS [NOT USED] 34 PART 3 -- EXECUTION [NOT USED] 35 END OF SECTION 36 CITY OF FORT WORTH FY 17-CD9 S'1'RKK1'REPAIR ANO RNCON.PROGR AM AN O NF AH S00 H SiOh:MF:N.O151'.N&SS MAIN IMI'ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 55 2G-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH F VI7-009 S IT'FXi'REPAIR ANTI RECON.1'ROORAM AND NEAR SOUTH SIDE:MED.❑IST.NV&SS MAIN ILIPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 Y CITY OF FORT WOWM FYf7-CD 9 STRUT R&PAIR ANp RFCONS.&NEAR SOUTNSIDF.MF.D,DISTRICT W&S IMPROVI 02388&02445 01 57 13-1 STORM WATER POLLUTION!PREVENTION Page] of3 I SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1 - GENERAL 4 1.1 SUMMARV 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 Contract 11 2. Division 1 —General Requirements 12 3. Section 31 25 00—Erosion and Sediment Control 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A Measurement and Payment 15 1. Construction Activities resulting in less than 1 acre of disturbance 16 a. Work associated with this Item is considered subsidiary to the various Items 17 bid. No separate payment will be allowed for this Item. 18 2. Construction Activities resulting in greater than 1 acre of disturbance 19 a. Measurement and Payment shall be in accordance with Section 3125 00. 20 1.3 REFERENCES 21 A. Abbreviations and Acronyms 22 1. Notice of Intent:NOI 23 2. Notice of Termination: NOT 24 3. Storm Water Pollution Prevention Plan: SWPPP 25 4. Texas Commission on Environmental Quality: TCEQ 26 5. Notice of Change:NOC 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. Integrated Storm Management(iSWM)Technical Manual for Construction 32 Controls 33 1.4 ADMINISTRATIVE REQUIREMENTS 34 A. General 35 1. Contractor is responsible for resolution and payment of any fines issued associated 36 with compliance to Stormwater Pollution Prevention Plan. 37 B. Construction Activities resulting in: CITY OF FORT WORTH rr r7-m9 grRr.F.rRvwAIR AND KDCON.TOORAM AND NP.AR SOUTN SIDE M4:0,DIM,,W&$5 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 57 13-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 1. Less than 1 acre of disturbance 2 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 3 Drawings. 4 2. 1 to less than 5 acres of disturbance 5 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 6 Permit is required 7 b. Complete SWPPP in accordance with TCEQ requirements 8 1) TCEQ Small Construction Site Notice Required under general permit 9 TXR150000 10 a) Sign and post at job site 11 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 12 Transportation and Public Works,Environmental Division, (817)392- 13 6088. 14 2) Provide erosion and sediment control in accordance with: 15 a) Section 3125 00 16 b) The Drawings 17 c) TXR150000 General Permit 18 d) SWPPP 19 e) TCEQ requirements 20 3. 5 acres or more of Disturbance 21 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 22 Permit is required 23 b. Complete SWPPP in accordance with TCEQ requirements 24 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 25 a) Sign and post at job site 26 b) Send copy to City Department of Transportation and Public Works, 27 Environmental Division, (817) 392-6088. 28 2) TCEQ Notice of Change required if making changes or updates to NOT 29 3) Provide erosion and sediment control in accordance with: 30 a) Section 31 25 00 31 b) The Drawings 32 c) TXR150000 General Permit 33 d) SWPPP 34 e) TCEQ requirements 35 4) Once the project has been completed and all the closeout requirements of 36 TCEQ have been met a TCEQ Notice of Termination can be submitted. 37 a) Send copy to City Department of Transportation and Public Works, 38 Environmental Division, (817)392-6088, 39 1.5 SUBMITTALS 40 A. SWPPP 41 1. Submit in accordance with Section 01 33 00, except as stated herein. 42 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 43 as follows: 44 1) 1 copy to the City Project Manager 45 a) City Project Manager will forward to the City Department of 46 Transportation and Public Works,Environmental Division for review 47 B. Modified SWPPP CITY OF FORT WORTH FYI 7-CI)95rRF;l I'REPAIR AND RKON.PROGN AM AND NF'.AK SOU I"SIIW.MKII.MST.W&55 MAIN IMPPOV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 57 13-3 STORM WATER POLLUTION PREVENTION Page 3 of3 1 1. 1f the SWPPP is revised during,construction,resubmit modified SWPPP to the City 2 in accordance with Section 01 33 00. 3 1.6 ACTION SUBMITTALSANFORMATIONAL 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 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 [NOT USED] 11 PART 3 - EXECUTION [NOT USED] 12 END OF SECTION 13 Revision Log DATE NAME SUMMARY OF CHANGE 14 CITY OF FORT WORTH FV17-CG95TREFTRFPAIR AND RECON.MMIZAM ANON FAR SOUTH SIGF MED.GIST.5V&SS MAIN IMVROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 CITY ON FORT WORTH FY17-CD93TRF.F.TRF.PAIR AND RF.CONS.&NFARSOUTHSIDF.MF.D.DISTRICT W&SIMPROY. 02388&02445 01 58 13-1 TEMPORARY PROJECT SIGNAGE Page I oft 1 SECTION 01 58 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - 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 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 [NOT USED] 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS fNOT 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 IoR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT,PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide free standing Project Designation Sign in accordance with City's Standard 31 Details for project signs. 32 B. Materials 33 1. Sign 34 a. Constructed of 3/4-inch fir plywood, grade A-C(exterior)or better CITY OF FORT WORTH YY171CD9 SI'RCKI*REPAIR AND RE:CON.PROGRAM AND NEAR SOUTH SIDE:MY.D.DIS"P,N&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July I,2011 01 58 13-2 TEMPORARY PROJECT SIGNAGE Page 2 of 2 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. Provide vertical installation at extents of project. 10 2. Relocate sign as needed,upon request of the City. 11 B. Mounting options 12 a. Skids 13 b. Posts 14 c. Barricade 15 3.5 REPAIR/RESTORATION [NOT USED] 16 3.6 RE-INSTALLATION [NOT USED] 17 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 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 24 A. General 25 1. Maintenance will include painting and repairs as needed or directed by the City. 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION Revision Log DACE NAME SUMMARY OF CHANGE 28 CITY OF FORT WORTH FY 17-CD9 S'1'R P.F:P R F PAIR AND RECON.PROGRAM AND NVAN SOH'I'H SINF:MFI1.DIS'I'.W&SS MAIN IMPROI'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July I,2011 01 60 00-1 PRODUCT REQUIREMENTS Page] of2 I SECTION 0160 00 2 PRODUCT REQUIREMENTS 3 PART1 - 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. Resources102 - 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 0133 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 SUBMITTALS/INFORMATIONAL 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] 35 1.10 DELIVERY, STORAGE,AND HANDLING [NOT USED] CITY OF FORT WORTH FYI?-CI)9 SFRFr,,r REPAIR AN I)RECON,PROGRAM AND NEAR SOUTH$II)F MW.I)DIS7,W"MAIN IMPROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 60 00-2 PRODUCT REQUIREMENTS Page 2 Of 2 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 Revision Lag DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 7 CITY OF FORT WORTH !'Y17 CI19 31'RF:Y.f KV.1'AIR AN I)Rr.CON.PROOK AM AND NRAR SOV'171 Swr.wn.DI$T,1V@$$MAIN IMPROI', STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&0244) Revised December 20,2012 01 66 00-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page I of3 1 SECTION 01 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 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 l] 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 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 SUBMITTALSANFORMATIONAL 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. 34 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 35 containers designed and constructed to protect the contents from physical or 36 environmental damage. CITY OF FORT WORTH rY 17•CD9$'11t F.r1'REPAIR AND R ECON.PRWRAM ANO NEAR 5WITI SIDE.MED.mS1'.5Y&55 MAIN 1 W RON'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 66 00-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 1 5. Clearly and fully mark and identify as to manufacturer,item and installation 2 location. 3 6. Provide manufacturer's instructions for storage and handling. 4 B. Handling Requirements 5 1. Handle products or equipment in accordance with these Contract Documents and 6 manufacturer's recommendations and instructions. 7 C. Storage Requirements S 1. Store materials in accordance with manufacturer's recommendations and 9 requirements of these Specifications. 10 2. Make necessary provisions for safe storage of materials and equipment. 11 a. Place loose soil materials and materials to be incorporated into Work to prevent 12 damage to any part of Work or existing facilities and to maintain free access at 13 all times to all parts of Work and to utility service company installations in 14 vicinity of Work. 15 3. Keep materials and equipment neatly and compactly stored in locations that will 16 cause minimum inconvenience to other contractors,public travel, adjoining owners, 17 tenants and occupants. 18 a. Arrange storage to provide easy access for inspection. 19 4. Restrict storage to areas available on construction site for storage of material and 20 equipment as shown on Drawings, or approved by City's Project Representative. 21 5. Provide off-site storage and protection when on-site storage is not adequate. 22 a. Provide addresses of and access to off-site storage locations for inspection by 23 City's Project Representative. 24 6. Do not use lawns, grass plots or other private property for storage purposes without 25 written permission of owner or other person in possession or control of premises. 26 7. Store in manufacturers' unopened containers. 27 8. Neatly, safely and compactly stack materials delivered and stored along line of 28 Work to avoid inconvenience and damage to property owners and general public 29 and maintain at least 3 feet from fire hydrant. 30 9. Keep public and private driveways and street crossings open. 31 10, Repair or replace damaged lawns, sidewalks, streets or other improvements to 32 satisfaction of City's Project Representative. 33 a. Total length which materials maybe distributed along route of construction at 34 one time is 1,000 linear feet,unless otherwise approved in writing by City's 35 Project Representative, 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] 38 PART 2 - PRODUCTS [NOT USED] 39 PART 3 - EXECUTION 40 CITY OF FORT WORTH FYI 76D9 sI REF."I"RXPAIR ANO RECON.PROGRAM AND NEAR SOW"SIDE MED.DI51'.W&SS MAIN IMPRO\'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 6600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 3 1 3.1 INSTALLERS [NOT USED] 2 3.2 EXAMINATION [NOT USED] 3 3.3 PREPARATION [NOT USED] 4 3.4 ERECTION [NOT USED] 5 3.5 REPAIR/RESTORATION [NOT USEDI 6 3.6 RE-INSTALLATION [NOT USED] 7 3.7 FIELD loR] SITE QUALITY CONTROL 8 A. Tests and Inspections 9 1. Inspect all products or equipment delivered to the site prior to unloading. 10 B. Non-Conforming Work 11 1. Reject all products or equipment that are damaged,used or in any other way 12 unsatisfactory for use on the project. 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 18 A. Protect all products or equipment in accordance with manufacturer's written directions. 19 B. Store products or equipment in location to avoid physical damage to items while in 20 storage. 21 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 22 the manufacturer. 23 3.13 MAINTENANCE [NOT USED] 24 3.14 ATTACHMENTS [NOT USED] 25 END OF SECTION 26 Revision Log DATE NAME SUMMARY OF CHANGE 27 CITY OF FORT WORTH 1Y17.CD9 S1XEF:1'RrTAIR AND RECON_PROPRAM AND NEAR SOUTH Siiw mn).DI$P.W&SS MAIM{MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 CITY OF FORT WORTH FY17-CD9STTRFFTRFPAIR.fNDRFCVNS.&NEAR SOUTH SIDE MFD.OISTRICTW&SIMPROr 02388&02445 01 70 00-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1 - GENERAL 4 1.1 SUMMARY 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 I 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 Iocation 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 45 a. Mobilization and Demobilization CITY OF FORT WORTH FY17-C:D9 nREET REPAIR AND RECON.PROORAN AND NF,AR SOUTH SIDF Wr)DIST_W&SSMAIN]MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised November 22,2016 0I 70 00-2 MOBILIZATION AND REMOBILIZATION Page 2 of4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order I 1 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0—Bidding Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 —General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment [Consult with City Transportation and Public Works 26 Department for direction on if Mobilization pay item to be included or the item should be 27 subsidiary. Include the appropriate Section 1.2 A. 1.] 28 1. Mobilization and Demobilization 29 THE BID ITEM INCLUDED FOR MOBILIZATION AND WILL BE THE FIXED 30 AMOUNT INCLUDED IN THE BID PROPOSAL FORM. 31 PAVING WILL BE LS,WATER AND SANITARY SEWER WILL BE A 32 SUBSIDIARY AND NOT A SEPARATE PAY ITEM. 33 a. Measure 34 1) This item for Water/Sewer improvements is considered subsidiary to the 35 various Items bid. 36 2) "Mobilization—Paving," and/or"Mobilization—Paving" will be measured 37 by the lump sum or each as the work progresses. Mobilization is calculated 38 on the base bid only and will not be paid for separately on any additive 39 alternate items added to the Contract. 40 3) Demobilization shall be considered subsidiary to the various bid items. 41 b. Payment 42 1) The work performed and materials furnished in accordance with this Item 43 for Water/Sewer improvements are subsidiary to the various Items bid and no 44 other compensation will be allowed. CITY OF FORT WORTH FY17-CD9,%EHIRhPAIRANDRECONPROGRAMANDNEARSOUl'HSIDEMtiD.DISI'.W&SSMAINIMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised November 22,2016 01 7000-3 MOBILIZATION AND REMOBILIZATION Page 3 of4 1 2) "Mobilization—Paving," and/or"Mobilization—Paving", the adjusted 2 Contract amount will be calculated as the total Contract amount for paving, 3 drainage or paving/drainage improvements less the lump sum for 4 mobilization. Mobilization shall be made in partial payments as follows: 5 a) When 1%of the adjusted Contract amount for construction Items is 6 earned, 50%of the mobilization lump sum bid will be paid. 7 b) When 5%of the adjusted Contract amount for construction Items is 8 earned, 75%of the mobilization lump sum bid will be paid. Previous 9 payments under the Item will be deducted from this amount. 10 c) When 10%of the adjusted Contract amount for construction Items is I I earned, 100%of the mobilization lump sum bid will be paid. Previous 12 payments under the Item will be deducted from this amount. 13 d)A bid containing a total for"Mobilization" in excess of 6% of total 14 paving, drainage or paving/drainage contract shall be considered 15 unbalanced and a cause for consideration of rejection. 16 3) The work performed and materials furnished for demobilization in 17 accordance with this Item are subsidiary to the various Items bid and no other 18 compensation will be allowed. 19 2. Remobilization for suspension of Work as specifically required in the Contract 20 Documents 21 a. Measurement 22 1) Measurement for this Item shall be per each remobilization performed. 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 per each"Specified Remobilization"in accordance with Contract 27 Documents. 28 c. The price shall include: 29 1) Demobilization as described in Section 1.I.A.2.a.1) 30 2) Remobilization as described in Section l.I.A.2.a.2) 31 d. No payments will be made for standby, idle time, or lost profits associated this 32 Item. 33 3. Remobilization for suspension of Work as required by City 34 a. Measurement and Payment 35 1) This shall be submitted as a Contract Claim in accordance with Article 10 36 of Section 00 72 00. 37 2) No payments will be made for standby, idle time, or lost profits associated 38 with this Item. 39 4. Mobilizations and Demobilizations for Miscellaneous Projects 40 a. Measurement 4I 1) Measurement for this Item shall be for each Mobilization and 42 Demobilization required by the Contract Documents 43 b. Payment 44 1) The Work performed and materials furnished in accordance with this Item 45 and measured as provided under"Measurement"will be paid for at the unit 46 price per each"Work Order Mobilization"in accordance with Contract 47 Documents. Demobilization shall be considered subsidiary to mobilization 48 and shall not be paid for separately. 49 c. The price shall include: CITY OF FORT WORTH PY17CM STREET REPAIR AND RE•CON.PROGRAM AND NEAR SOUTH SIDE MED.D18r.W&SS MAW IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised November 22,201E 01 70 00-4 MOBILIZATION AND REMOBILIZATION Page of4 1 1) Mobilization as described in Section 1.1.A.3.a.1) 2 2) Demobilization as described in Section 1.1.A.3.a.2) 3 d. No payments will be made for standby, idle time, or lost profits associated this 4 Item. 5 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 6 a. Measurement 7 1) Measurement for this Item shall be for each Mobilization and 8 Demobilization required by the Contract Documents 9 b. Payment 10 1) 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 per each"Work Order Emergency Mobilization" in accordance with 13 Contract Documents. Demobilization shall be considered subsidiary to 14 mobilization and shall not be paid for separately. 15 c. The price shall include 16 1) Mobilization as described in Section 1.1.A.4.a) 17 2) Demobilization as described in Section 1.1.A.3.a.2) 18 d. No payments will be made for standby, idle time, or lost profits associated this 19 Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 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 [SITE] CONDITIONS [NOT USED] 29 1.12 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS [NOT USED] 31 PART 3 - EXECUTION [NOT USED] 32 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 11/22/16 Michael Owen 1.2 Price and Payment Procedures-Revised specification,including blue text,to make specification flexible for either subsidiary or paid bid item for Mobilization. 33 CITY OF FORT WORTH FY17y D9 STREETREPAIR AND RRCON.PROGRAM AND NEAR SOiTITI SIDE MED.DIST.WSSS MAIN]KOROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised November 22,2016 01 71 23-1 CONSTRUCTION STAKING AND SURVEY Page 1 of7 1 SECTION 01 71 23 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. 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. Construction Staking 15 a. Measurement 16 1) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the lump sum price bid for"Construction Staking". 20 2) Payment for"Construction Staking"shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include,but not be limited to the following: 24 1) Verification of control data provided by City. 25 2) Placement,maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of"cut sheets"using the City's standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 Item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 3. As-Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. 39 b. Payment 40 1) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sum price bid for"As-Built Survey". CITY OF FORT WORTH rV I7.CD9 SPRFRPRFPAIR AND RECON,PRMRAM AND NEAR Sam,"S)1)P.MF1).1)I5'1'.1V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2018 01 71 23-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 1 2) Payment for"Construction Staking"shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include,but not be limited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as-built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey-The survey measurements made prior to or while 13 construction is in progress to control elevation,horizontal position, dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As-built Suryev—The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Staking—The placement of stakes and markings to provide offsets 19 and elevations to cut and till in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Survey"Field Checks"—Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth—Construction Staking Standards(available on City's Buzzsaw 27 website)—0171 23.16.01—Attachment A Survey Staking Standards 28 2. City of Fort Worth- Standard Survey Data Collector Library(fxl)files(available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation(TxDOT)Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors(TSPS),Manual of Practice for Land 32 Surveying in the State of Texas,Category 5 33 1.4 ADMINISTRATIVE REQUIREMENTS 34 A. The Contractor's selection of a surveyor must comply with Texas Government 35 Code 2254 (qualifications-based selection) for this project. 36 1.5 SUBMITTALS 37 A. Submittals, if required, shall be in accordance with Section 01 33 00. 38 B. All submittals shall be received and reviewed by the City prior to delivery of work. 39 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 40 A. Field Quality Control Submittals 41 1. Documentation verifying accuracy of field engineering work, including coordinate 42 conversions if plans do not indicate grid or ground coordinates. CITY OF FORT WORTH FV 17-CD9 STRY.E:rxr.PAIR AND RY.f ON,PROGRAM AND NV.AR SOU'I'll SIDE;MF:D.DITR W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2018 01 71 23-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1 2. Submit"Cut-Sheets"conforming to the standard template provided by the City 2 (refer to 01 71 23.16.01 —Attachment A—Survey Staking Standards). 3 1.7 CLOSEOUT SUBMITTALS 4 B. As-built Redline Drawing Submittal 5 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 6 constructed improvements signed and sealed by Registered Professional Land 7 Surveyor(RPLS)responsible for the work(refer to 01 71 23.16,01 —Attachment A 8 —Survey Staking Standards) . 9 2. Contractor shall submit the proposed as-built and completed redline drawing 10 submittal one(1) week prior to scheduling the project final inspection for City 11 review and comment. Revisions, if necessary, shall be made to the as-built redline 12 drawings and resubmitted to the City prior to scheduling the construction final 13 inspection. 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE 16 A. Construction Staking 17 1. Construction staking will be performed by the Contractor. 18 2. Coordination 19 a. Contact City's Project Representative at least one week in advance notifying 20 the City of when Construction Staking is scheduled. 21 b. It is the Contractor's responsibility to coordinate staking such that 22 construction activities are not delayed or negatively impacted. 23 3. General 24 a. Contractor is responsible for preserving and maintaining stakes. If City 25 surveyors are required to re-stake for any reason, the Contractor will be 26 responsible for costs to perform staking. If in the opinion of the City, a 27 sufficient number of stakes or markings have been Iost, destroyed disturbed or 28 omitted that the contracted Work cannot take place then the Contractor will be 29 required to stake or re-stake the deficient areas. 30 B. Construction Survey 31 1. Construction Survey will be performed by the Contractor. 32 2. Coordination 33 a. Contractor to verify that horizontal and vertical control data established in the 34 design survey and required for construction survey is available and in place. 35 3. General 36 a. Construction survey will be performed in order to construct the work shown 37 on the Construction Drawings and specified in the Contract Documents. 38 b. For construction methods other than open cut,the Contractor shall perform 39 construction survey and verify control data including,but not limited to, the 40 following: 41 1) Verification that established benchmarks and control are accurate. 42 2) Use of Benchmarks to furnish and maintain all reference lines and grades 43 for tunneling. 44 3) Use of line and grades to establish the location of the pipe. CITY OF FORT WORTH FYI7-CD9 sITF:f RE:I'AER AND RECON.l'1400R AM AND NEAR SOUTH SIDE ME.O.INS.IUSS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2018 of 71 23-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 1 4) Submit to the City copies of field notesused to establish all lines and 2 grades, if requested, and allow the City to check guidance system setup prior 3 to beginning each tunneling drive. 4 5) Provide access for the City,if requested,to verify the guidance system and 5 the line and grade of the carrier pipe. 6 6) The Contractor remains fully responsible for the accuracy of the work and 7 correction of it, as required. 8 7) Monitor line and grade continuously during construction. 9 8) Record deviation with respect to design line and grade once at each pipe 10 joint and submit daily records to the City. 11 9) If the installation does not meet the specified tolerances (as outlined in 12 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 13 the installation in accordance with the Contract Documents. 14 C. As-Built Survey 15 1. Required As-Built Survey will be performed by the Contractor. 16 2. Coordination 17 a. Contractor is to coordinate with City to confirm which features require as- 18 built surveying. 19 b. It is the Contractor's responsibility to coordinate the as-built survey and 20 required measurements for items that are to be buried such that construction 21 activities are not delayed or negatively impacted. 22 c. For sewer mains and water mains 12"and under in diameter,it is acceptable 23 to physically measure depth and mark the location during the progress of 24 construction and take as-built survey after the facility has been buried. The 25 Contractor is responsible for the quality control needed to ensure accuracy. 26 3. General 27 a. The Contractor shall provide as-built survey including the elevation and 28 location(and provide written documentation to the City)of construction 29 features during the progress of the construction including the following: 30 1) Water Lines 31 a) Top of pipe elevations and coordinates for waterlines at the following 32 locations: 33 (1) Minimum every 250 linear feet, including 34 (2) Horizontal and vertical points of inflection,curvature, 35 etc. 36 (3) Fire line tee 37 (4) Plugs, stub-outs, dead-end lines 38 (5) Casing pipe(each end)and all buried fittings 39 2) Sanitary Sewer 40 a) Top of pipe elevations and coordinates for force mains and siphon 41 sanitary sewer lines (non-gravity facilities)at the following locations: 42 (1) Minimum every 250 linear feet and any buried fittings 43 (2) Horizontal and vertical points of inflection,curvature, 44 etc. 45 3) Stormwater—Not Applicable 46 b. The Contractor shall provide as-built survey including the elevation and 47 location(and provide written documentation to the City)of construction 48 features after the construction is completed including the following: 49 1) Manholes CITY OF FORT WORTH FYI7•CI79 5rarF'r R FTA IN AND RECON,1•ROORAM ANTI NEAR SOUTH SIDE:MF:D.DISK 1V&S9 MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2018 01 71 23-5 CONSTRUCTION STAKING ARID SURVEY Page 5 of 7 1 a) Rim and flowline elevations and coordinates for each manhole 2 2) Water Lines 3 a) Cathodic protection test stations (Not Applicable) 4 b) Sampling stations(Not Applicable) 5 c) Meter boxes/vaults(All sizes) 6 d) Fire hydrants 7 c) Valves(gate,butterfly, etc.) 8 f) Air Release valves(Manhole rim and vent pipe)(Not Applicable) 9 g) Blow off valves (Manhole rim and valve lid)(Not Applicable) 10 h) Underground Vaults(Not Applicable) 11 (1) Rim and flowline elevations and coordinates for each 12 Underground Vault. 13 3) Sanitary Sewer 14 a) Cleanouts 15 (1) Rim and flowline elevations and coordinates for each 16 b) Manholes and Junction Structures 17 (1) Rim and flowline elevations and coordinates for each 18 manhole and junction structure. 19 4) Stormwater--(Not Applicable) 20 1.10 DELIVERY,STORAGE, AND HANDLING[NOT USED] 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY 23 PART 2 - PRODUCTS 24 A. A construction survey will produce,but will not be limited to: 25 1. Recovery of relevant control points,points of curvature and points of intersection. 26 2. Establish temporary horizontal and vertical control elevations (benchmarks) 27 sufficiently permanent and located in a manner to be used throughout construction. 28 3. The location of planned facilities, easements and improvements. 29 a. Establishing final line and grade stakes for piers, floors,grade beams,parking 30 areas,utilities, streets,highways, tunnels, and other construction. 31 b. A record of revisions or corrections noted in an orderly manner for reference. 32 c. A drawing, when required by the client, indicating the horizontal and vertical 33 location of facilities, easements and improvements, as built. 34 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 35 construction staking projects. These cut sheets shall be on the standard city template 36 which can be obtained from the Survey Superintendent(817-392-7925). 37 5. Digital survey files in the following formats shall be acceptable: 38 a. AutoCAD (.dwg) 39 b. ESRI Shapefile(.shp) 40 c. CSV file(.csv), formatted with X and Y coordinates in separate columns(use 41 standard templates, if available) 42 6. Survey files shall include vertical and horizontal data tied to original project 43 control and benchmarks, and shall include feature descriptions CITY OF FORT WORTH F V INCO4S'IHEFT REPAIR ANTI RECON.TROGRAM ANO NP.AR SOUTH SIDF:MEO.DIST.W&SS MAIN IMTROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2019 01 71 23-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 1 PART 3 - EXECUTION 2 3.1 INSTALLERS 3 A. Tolerances: 4 1. The staked location of any improvement or facility should be as accurate as 5 practical and necessary. The degree of precision required is dependent on many 6 factors all of which must remain judgmental. The tolerances listed hereafter are 7 based on generalities and,under certain circumstances, shall yield to specific 8 requirements. The surveyor shall assess any situation by review of the overall plans 9 and through consultation with responsible parties as to the need for specific 10 tolerances. 1 l a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 12 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 13 1.0 ft. tolerance. 14 b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 15 c. Paving or concrete for streets, curbs,gutters,parking areas,drives, alleys and 16 walkways shall be located within the confines of the site boundaries and, 17 occasionally, along a boundary or any other restrictive line. Away from any 18 restrictive line, these facilities should be staked with an accuracy producing no 19 more than 0.05fI. tolerance from their specified locations. 20 d. Underground and overhead utilities, such as sewers,gas, water, telephone and 21 electric lines, shall be located horizontally within their prescribed areas or 22 easements. Within assigned areas,these utilities should be staked with an 23 accuracy producing no more than 0.1 ft tolerance from a specified location. 24 e. The accuracy required for the vertical location of utilities varies widely. Many 25 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 26 should be maintained. Underground and overhead utilities on planned profile, 27 but not depending on gravity flow for performance, should not exceed 0.1 ft. 28 tolerance. 29 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 30 specifications or in compliance to standards. The City reserves the right to request a 31 calibration report at any time and recommends regular maintenance schedule be 32 performed by a certified technician every 6 months. 33 1. Field measurements of angles and distances shall be done in such fashion as to 34 satisfy the closures and tolerances expressed in Part 3.1.A. 35 2. Vertical locations shall be established from a pre-established benchmark and 36 checked by closing to a different bench mark on the same datum. 37 3. Construction survey field work shall correspond to the client's plans. Irregularities 38 or conflicts found shall be reported promptly to the City. 39 4. Revisions, corrections and other pertinent data shall be logged for future reference. 40 41 3.2 EXAMINATION [NOT USED] CITY OF FORT WORTH FYI 7-009 STREET REPAIR AND RECON.PROOR AM AND NEAR SOUTH SIDE MHII,I)IST.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2018 01 71 23-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 1 3.3 PREPARATION [NOT USED] 2 3.4 APPLICATION 3 3.5 REPAIR/RESTORATION 4 A. If the Contractor's work damages or destroys one or more of the control 5 monuments/points set by the City, the monuments shall be adequately referenced for 6 expedient restoration. 7 1. Notify City if any control data needs to be restored or replaced due to damage 8 caused during construction operations. 9 a. Contractor shall perform replacements and/or restorations. 10 b. The City may require at any time a survey"Field Check"of any monument 11 or benchmarks that are set be verified by the City surveyors before further 12 associated work can move forward. 13 3.6 RE-INSTALLATION [NOT USED] 14 3.7 FIELD [OR] SITE QUALITY CONTROL 15 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 16 City in accordance with this Specification. This includes easements and right of way, if 17 noted on the plans. 18 B. Do not change or relocate stakes or control data without approval from the City. 19 3.8 SYSTEM STARTUP 20 A. Survey Checks 21 1. The City reserves the right to perform a Survey Check at any time deemed 22 necessary. 23 2. Checks by City personnel or 3'd party contracted surveyor are not intended to 24 relieve the contractor of his/her responsibility for accuracy. 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 32 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 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 3.1 Installers;added 3.5 Repair/Restoration;and added 3.8 System Startup. Removed"blue text";revised measurement and payment sections for Construction Staking and As-Built Survey;added reference to selection compliance with TGC 2/14/2018 M Owen 2254;revised action and Closeout submittal requirements;added acceptable depth measurement criteria;revised list of items requiring as-built survey"during"and "after"construction;and revised acceptable digital survey file format 34 CITY OF FORT WORTH FY?-ciwriRu,.,'KY:PAIK AND RFCON.PROOK AM AND NEAK SOUTll Sirw mm).m5f.WASS MAIN IMPNOY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2018 CITY OF FORT WORTH F17 7--CD 9 STREET UPAIR AND RF.CONS.4 NEAR SOUTH SI DE MED,DISTRICT W&S IMPROK 02388&02445 FORTWORTH.i. Section 017123.01 m Attachment A Survey Staking Standards February 2017 J.\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 1 of 26 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects.These are not to be considered all inclusive, but only as a general guideline. For projects on MOT right-of-way or through joint MOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises,the MOT manual shall prevail. (htt onlinemanuals.txdot.Roy/txdotmanualsless/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information ll. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control,and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VI I. Storm Staking Vill. Curb and Gutter Staking IX. Cut Sheets X. As-built Survey J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 26 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth,Texas 76116 Office: (817) 392-7925 Survey Superintendent,direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field.This includes flagging, paint of laths/stakes, paint of hubs,and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS POTABLE WATER F ��:;�� GAS OR Of YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS,AND PINK ALL PAVING INCLUDING CURB,SIDEWALK, BUILDING CORNERS SANITARY SEWER IRRIGATION AND RECLAIMED WATER III. Standard Staking Supplies Item Minimum size Lath/Stake 36"tall Wooden Hub(2"x2" min.square preferred) 6"tall Pin Flags(2.5"x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods(1/2"or greater diameter) 18" long Survey Marking Paint Water-based Flagging 1"wide Marking Whiskers(feathers) 6" long Tacks(for marking hubs) 3/4" long J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 26 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas. og v/itsolutions/GIS/ Look for 'Zoning Maps'. Under'Layers', expand 'Basemap Layers',and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc-second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S.and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work.A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W,forced-main water lines,and rough-grade only. No GPS staking for concrete sanitary sewer,storm drain final grade,or anything that needs vertical grading with a tolerance of 0.25'or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing,Easting,and Elevation (if applicable)of the point set. Control points can be set rebar, 'X'in concrete, or any other appropriate item with a stable base and of a semi-permanent nature.A rebar cap is optional, but preferred if the cap is marked 'control point'or similar wording. II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance.—If ground, provide scale factor used and base point coordinate, Example: C.S.F.=0.999125, Base paint=North:0, East=O C. Geoid model used, Example: GEOID12A J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\01 7123.16.01_Attachment A—Survey Staking Standards.docx Page 4 of 26 E. Preferred Grid Datum Although many plan sets can be in surface coordinates,the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System: NAD 1983_StatePlane Texas_North Central_F]PS_4202_Feet Projection: Lambert—Conformal—Conic Fa Ise—Easti ng: 1968500.00000000 False—Northing:6561666.66666667 Central Meridian: -98.50000000 Standard Parallel 1: 32.13333333 Standard Parallel 2: 33,96666667 Latitude_Of Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note; Regardless of what datum each particular project is in,deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be)and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Conventionbelow F. Preferred Deliverable Format Axt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number,Northing,Easting,Elevation,Description,Notes(if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number—Description_Datum.csv Example fora prooect that has surface coordinates which must be translated: File 1: C1234 As-built of Water on Main Street Grid NAD83 TXSP 4202.csv J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 26 File 2: C1234_As-built of Water on Main Street—Project Specific Datum.csv Example Control Stakes 1:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Regeirernents\017123.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 26 Y. CY; W LJ L� 1016 EL 100. � I EX LO Z [n I Ln W :z cr 0 V. Water Staking Standards J.\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 26 A. Centerline Staking—Straight Line Tangents L Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required Ill. Grade is to top of pipe (T/P)for 12"diameter pipes or smaller IV. Grade to flow line(F/L)for 16" and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10"and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12"and larger diameter pipes VI I. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking-Curves I. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25'interval If. Same grading guidelines as above III. Staking of radius points of greaterthan 100' may be omitted C. Water Meter Boxes I. 7.0'perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5'away from the edge of a driveway IV. Grade is to top of box and should be+0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0'from the center and perpendicular to the curb line or water main Ill. Grade of hydrants should be+0.30 higher than the adjacent top of curb E. Water Valves&Vaults I. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 8 of 26 tR L 7' 0/5 CL WJL fy GA 1 l Nat z 7` W f� j Si yfi}7 1 C�S9T y 0 tau 7 'M.gv f w _. d F' Li - ti4 �Ld Lj 41 , ,__1 n i LL_ . �. reed IL,.ILou OL ' — ° ' 4 VI. Sanitary Sewer Staking J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 9 of 26 A. Centerline Staking—Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking il. Painted green lath/stake WITH hub and tack or marker dot, no flagging required Ill. 1 offset stake between manholes if manholes are 400'or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole,each line shall have a cut/fill and direction noted VII. Stakes at every grade break Vill. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25'interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans 1:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\01 7123.16.01_Attachment A Survey Staking Standards.docx Page 10 of 26 Example Sanitary Sewer Stakes r 6Al '- a _ .F- 0/s OL Ss 37 -3*41tL- C-ice• G�i `I -�� r- cto TM I h ,X,S2'l ws IL Ss II DTA-R-Yla w C-31 �-,J-; C-3 Q E r' ohs ss r 9 � 9 6 r k jq LU M f w � J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 11 of 26 VII. Storm Sewer & Inlet Stakin A. Centerline Staking—Straight Line Tangents I. 1 offset stake every 200'on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet= 16.00'total length III. Recessed 10' Inlet= 20 00'total length IV. Standard double 10' inlet=26.67'total length V. Recessed double 10'inlet=30.67'total length D. Storm Drain Manholes I. 2 offset stakes per manhole forthe purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards,docx Page 12 of 26 Example Storm Inlet Stakes FRONT FRONT (SIDE FACING (SIDE FACING ) m m 0i r 1 BACK BACK a (90E FAUI C R.ELW.) {513E FAt7NG R.QW") rn IDEN Y,H TIFIED ICH i IL7ENT1F tiW END OF THE YdI-16 BLING STAKED PONT! 1F THE WHO [ PDINr}%iIS, ROMP STAKECY �3lI �{ HLU FI.EVAM I ! it INLET s-rwi m HUE ELEWHUH ff p , (IF NOTED ON PLANS] Ci I1f74TIMC3 GRACE X TjC C 3. TO TOP OF CURB i0�� i - IDENTIFIES GRAPE TO FIA4NNE i c7 DISTANCES FOR INLETS STANDARD 10' - 16' REDESBED W - 20r SfANDMO DUJBLE 10' - F6.67 HU6 Yr1TH TACY '�. — ———--"— mEmsm ocusLE 10'ma7- —— � i I ( BACK DF HIT HI . j 01 -' FAANHOI.E • � 41 A BACK OF CUM 11AC: OF CURB --- FLOIALINE — r.a Or INLEr rh.cE Or INLET FLOWiNE ——— EDGE OF PAVEMENT— EDGE 17F T'AF4�1ENT EDOE OF PAVEMENT EWE OF PAWMENT J:\140402\5pecifications\COFW-Specifications-Unit 2\Div 01-General Requirements\01 7123.16.01_Attachment A_5urvey Staking Standards.docx Page 13 of 26 VIII. Curb and Gutter Staking A. Centerline Staking--Straight Line Tangents V. 1 offset stake every 50'on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional.Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves III. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100'may be omitted J:\140402�Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 26 Example Curb & Gutter Stake FWj V ,SIDE Fps.€_IN1 FRONT� IULPa IF,LNu F /I '� � - fwE fAcnc t�lrcmr,r ��}I� Fc I O\T T rvcEnr (NDz. hACING ;I Porn i�r Upl .re {3D_ FACINO qy + r , r TLME C� Q I A (� BACK cn Q � »dunMA 0-riff 15 TO � 01) FAuCIUG R.I).W.I 11 rF CURE ca F;'c q u If I Pci w T '1 II I F ,rw!.I 0 MAD-ID -M TGF.F COMY NG VXE ka - tiU3 ELE Tt N µ * Mllu$;FMT5 — — � I �i —F.— ._OP 0= CLRE 14 BACX OF C.UR9 F EWE CF P,?vEtvalf Example Curb & Cutter Stakes et Intersection J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 26 p LL- rp rp f JT f4 %7ti'A w �I 14 rt ,M J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements�017123.15.01_Attachment A—Survey Staking Standards.docx Page 16 of 26 IX. Cut Sheets A. Date of field work B. Staking Method(GPS,total station) C. Project Name D. City Project Number(Example: C01234) E. Location (Address,cross streets,GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent(see item I above) Standard City Cut Sheet City Project Date: Number: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE RIOTED. PT## STATION OFFSET DESCRIPTION PROP. STAKED -CUT + FILL -LT/+RT GRADE ELEV. J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 17 of 26 X. As-built Survey A. Definition and Purpose The purpose of an as-built survey is to verify the asset was installed in the proper location and grade. Furthermore,the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted.See section IV. As-built survey should include the following(additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults(All sizes) Fire lines Fire hydrants Gate valves(rim and top of nut) Plugs,stub-outs, dead-end lines Air Release valves(Manhole rim and vent pipe) Blow off valves(Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe(each end) Inverts of pipes Turbo Meters J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\017123.16.01_Attachment A—Survey Staking Standards.docx Page 18 of 26 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases.This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND"to notify the City. J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 26 .w 1. t lid wiwli I �t "�i 5r 4 i { V k, r, i J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\01 7123.16.01_Attachment A_S u rvey Staking Sta nda rds.docx Page 20 of 26 &Wu t]}{rqr&fjfBrwvov �� k X rf ,rr kr.rrrsfem YJtp� Off - lft rEKb J.rl jr a mfam71 { Y17P,4lr ..,ry�rsvm: rr�tzrrawwo J-ej`JrJ7�p} �tr�e rivn4wrr�.. @iP �hT'ota�r�W . m r6Cwd Y,4Y[ 4 e-asncrrc_unn trR 21 fYl!YVw�Y�41/i�l � IFdwr h�14.rf1� .r•ur�ur r JJEIJ01'd Lmr. W * der AEYAYS7 *,� ti 5 CA•N a7 `. law•� �4 '�� .r i1# WATER' .: # .. %d s FMSE17 -dh J1rJs*rJ *YJIYE SEE SJIHITSH $ ED GR�►+4L duf'A F Y•�VIrJtF�TAQ. �r r--.�a•rtr.r�+ WA Omw JI'irFh�'7.tlF( �r� FYI. AMMO txsrxtr MrAb kJpA6RLYJ�CR,IY FN•l7w-7.lg" k?lwvm.m" IL, AF✓arM�fM JrdYK �°+s�`gC�`.4-5d�dx x4worsa»'hl pOsNRY M frJ5r,k*IVEJr &_Frc .1LLSM L,As0:trraW� — — P _ J.\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\017123.16.01 Attachment A_Survey Staking Standards.docx Page 21 of 26 7 - gmiR �Ir sAm 1r r:r Ir 141 � I ff �� r� I ' �� r� •{i tiR �' it f� l � � ''` •! J:\14 _ ment A—Survey Staking Standards.docx Page 22 of 26 I -_ � Him �imng'__g---�_�__�� -_- � � 1 =�MI flawElm - e� MREl llmgr-�mgj- - � f 3rea i HRRIE .2 lims WAN 100 UP A lam Mir _ __ ��-- ME _ Obviously the .csv or Axt file cannot be signed/sealed by a surveyor in the format requested.This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. MN9N13. NrMTMM& CAsnkM rl,FV. 111Y 11614 I e9467, .49 22l16a7'1.165 744,49%M4,MWII ,#.ry9 J t�1 1111A1,UEli 41111 ZA41 n-g-66r1 Cw PUPA 3 m46307 VN 229G1 M306 474.HN GV RIM cols. tly'i 4 4 bwli l zu sill 2 1(CI 11.0?5 ?11"59 SSMI r RIM S bY41,nU1 2zvw1p,111i IF22 J23 GV WM I?,-1 e h5n51W.57N ?M1232.723 7223AS fH k-d A.D ( } ? I 4143GUl1 A I IrdT.I LIP F11A. ,h WM NSM M G+.uaI216'1 71S.SS1 WM MW 4 {Op6S0 1.0% JV115973 4 1 M 71I,652 CO RIM 10 fr44ifflo 1,471 2d'115RNO.W 111a1162 5SMI4RIM ��'� � �#•�. 11 1yAb6996A73 7295469-JI92 -7101;146 WK4 RIM 12 4945MOn J29WW.*A1 707.1.11 4VM III M 13 ILUNa 6'3 -U9: y7.JAR 161.tl7.S 4VM AIM � :-�"�� A� 14 65dSPy1+1.7>G(i 2295"1.42r, 74WAI57 WM RIM ks liy+9�tlh.hfk nVQ3Q411 110A1E4coRPM [61--h rrk r ld hw58SS.679 22y519'9.7117 Yr}1.774 95MMIUM ?R 7 047 i'Ill.41W 2295F127.DJ3 f,5"Iffom to kdlaRli+F 17b 22J� 'ftsU 1 011414 1psmll 11M A D �c' it[ r,945768.SA1 ?295776.424 7106"GVhrm 20 14014i.i1J1 E25VU-392 711`1,1611 rAV HrM 27 11,945"741 �29044,22 11bAR16 WM MIM 23 W14rrralt WN 219504,471 7".16 WM N11Y1 I5 4"scm.flo 779UjS5.14J5 r,775NSSMHKIM ?G 04A9si9_Aw 4grJM7Jlr7.1 Yl'!1?J wM Rrm ' 1.7 rdy+i'j'19,MJA )mA14.44 -NN.WWMfilm I— P<.+.; JR oW!A 17.479 7W,L.R"7 1040S11 ti4M RIM 21 (I"USS.5.47 A1?4 4 S.kJ'. 7rk.isl ul Him W 6J45347.156 21?5*1.7.101 740 756 GV 1`41144 1 h}C l Al.,{ it 04937%15" 234spiRB.- 1 7411.17h GV HIM ��++ 32 Ji9 'JJtf.S3 2745GiI3_S59 740.408 FH F f [ Ai hNW,3A .,r19 xx4�9S1,#04 1An M q hit(IM 44 rAA4y19.16S 2.29J51+1.728 7dFi.377fnRIrM1 3S F5945242.28J 22955r7l),715 748.454 4YM IUM Jti fi."523}.N24 179554A,L2{, 744 54'�SMf MINI 37 0452WLAP9 235 19.16; 151.05M igrMIII" , 18 229i557,u61, ma.as3Y'!# ft: r�-T& . pE: , J4 aWW51.11,d4i JJ95520.1ih 75MVII Y4�A ItM � 40 F;9A'W942 z29`-i21.1A5 ?%'WXi7 SSMki RIM Al tiU IdDiiff3+l h]OES51,h l'. m l--4 WM M IIN as 6945D118 671 274555}.141 151.11 WM Rim I,i 49 M1R OPr1,5 7 Y25I551d,1�5 757.4E5 WM film . 601f 44 61"W14,1or? 157-'41 WMPrIm 45 6944M.1.432 92955%A179 752-YSf,WMIIIfyp # a6 59401GC A10i 224953A,38l 757.986 SSMII PFMI J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\017123.16.01_Attachment A_survey Staking Standards.docx Page 24 of 26 C. Other preferred as-built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. J:\140402\Specifications\COFW-Specifications-Unit 2\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 26 ].\140402\Spccificadons\co y Unit 3\DivO1'Gencna| Kcquinements\0z71z3.nx.01—Attachmont A—Survey Staking smm1ards.dom Page 26of%0 01 74 23-1 CLEANING Page 1 of 4 1 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--Hydra-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 SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED1 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 4 Yl7fil)9 M'RCR'r REPAIR AND R}:CON,PROOK AM AND NEAR$OU'ITI$II W.MF:D,DIS.W&$$MAIN IMI'ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 017423-2 CLEANING Page 2 of4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED 10R] 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. 33 6. Handle materials in a controlled manner with as few handlings as possible. CITY OF FORT WORTH F'Y 11 CI)9 SIr .ri'KF I'AIR AN[)RF.com i'R(IGR AM ANI)NEAR SOUTH SIHF.WAX UISI'.1V&SS MAIM IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 74 23-3 CLEANING Page 3 of 4 1 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with 2 this project. 3 8. Remove all signs of temporary construction and activities incidental to construction 4 of required permanent Work. 5 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6 have the cleaning completed at the expense of the Contractor. 7 10. Do not burn on-site. 8 B. intermediate Cleaning during Construction 9 1. Keep Work areas clean so as not to binder health, safety or convenience of 10 personnel in existing facility operations. 11 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12 3. Confine construction debris daily in strategically located container(s): 13 a. Cover to prevent blowing by wind 14 b. Store debris away from construction or operational activities 15 c. Haul from site at a minimum of once per week 16 4. Vacuum clean interior areas when ready to receive finish painting. 17 a. Continue vacuum cleaning on an as-needed basis,until Final Acceptance. 18 5. Prior to storm events, thoroughly clean site of all loose or unsecured items,which 19 may become airborne or transported by flowing water during the storm. 20 C. Interior Final Cleaning 21 1. Remove grease, mastic, adhesives, dust, dirt,stains, fingerprints, labels and other 22 foreign materials from sight-exposed surfaces. 23 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 24 3. Wash and shine glazing and mirrors. 25 4. Polish glossy surfaces to a clear shine. 26 S. Ventilating systems 27 a. Clean permanent filters and replace disposable filters if units were operated 28 during construction. 29 b. Clean ducts,blowers and coils if units were operated without filters during 30 construction. 31 6. Replace all burned out lamps. 32 7. Broom clean process area floors. 33 8. Mop office and control room floors. 34 D. Exterior(Site or Right of Way)Final Cleaning 35 1. Remove trash and debris containers from site. 36 a. Re-seed areas disturbed by location of trash and debris containers in accordance 37 with Section 32 92 13. 38 2. Sweep roadway to remove all rocks,pieces of asphalt,concrete or any other object 39 that may hinder or disrupt the flow of traffic along the roadway. 40 3. Clean any interior areas including,but not limited to,vaults,manholes, structures, 41 junction boxes and inlets. 42 4. If no longer required for maintenance of erosion facilities, and upon approval by 43 City, remove erosion control from site. 44 5. Clean signs, lights, signals,etc. CITY OF FORT WORTH F'YI7-CD9 VRFE I'REFAIR AND RECON.PROGRAM AND NEAR SOUIN SIDE MM).DIS.W&SS MAIN IMPROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 74 23-4 CLEANING Page 4 of 4 ] 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 6 Revision Log DATE NAME SLMMARY OF CHANGE 7 CITY OF FORT WORTH F'Y17-CD9 SI'HEF:I'KF.PAIH AND RF:CON,PROOR AM AND NEAK SOUTH SHOE MED,FNFI'.%V&SS MAIN IMl'KOV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,201 1 01 77 19-1 CLOSEOUT REQUIREMENTS Page] of3 1 SECTION 01 77 19 2 CLOSEOUT REQUIREMENTS 3 PARTI - 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 Claim.; 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. 27 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 PART 2 - PRODUCTS [NOT USED] 30 PART 3 - EXECUTION 31 3.1 INSTALLERS [NOT USED] 32 3.2 EXAMINATION [NOT USED] 33 CITY OF FORT WORTH F'YI1-CIM SI'RE.VY RY.PAIR AND RECON.PROGRAM AN I)NEAR SOUTH SIDE ME).INST.W&SS MAIN IMI'ROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 7719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 3.3 PREPARATION [NOT USED] 2 3.4 CLOSEOUT PROCEDURE 3 A. Prior to requesting Final Inspection, submit: 4 1. Project Record Documents in accordance with Section 01 78 39 5 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 6 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 7 01 7423. 8 C. Final Inspection 9 1. After final cleaning,provide notice to the City Project Representative that the Work 10 is completed. I I a. The City will make an initial Final Inspection with the Contractor present. 12 b. Upon completion of this inspection, the City will notify the Contractor, in 13 writing within 10 business days, of any particulars in which this inspection 14 reveals that the Work is defective or incomplete. 15 2. Upon receiving written notice from the City,immediately undertake the Work 16 required to remedy deficiencies and complete the Work to the satisfaction of the 17 City. 18 3. Upon completion of Work associated with the items listed in the City's written 19 notice, inform the City, that the required Work has been completed. Upon receipt 20 of this notice, the City, in the presence of the Contractor,will make a subsequent 21 Final Inspection of the project. 22 4. Provide all special accessories required to place each item of equipment in full 23 operation. These special accessory items include,but are not limited to: 24 a. Specified spare parts 25 b. Adequate oil and grease as required for the first lubrication of the equipment 26 c. Initial fill up of all chemical tanks and fuel tanks 27 d. Light bulbs 28 e. Fuses 29 f. Vault keys 30 g. Handwheels 31 h. Other expendable items as required for initial start-up and operation of all 32 equipment 33 D. Notice of Project Completion 34 1. Once the City Project Representative finds the Work subsequent to Final Inspection 35 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 36 E. Supporting Documentation 37 1. Coordinate with the City Project Representative to complete the following 38 additional forms: 39 a. Final Payment Request 40 b. Statement of Contract Time 41 c. Affidavit of Payment and Release of Liens 42 d. Consent of Surety to Final Payment 43 e. Pipe Report(if required) 44 f. Contractor's Evaluation of City 45 g. Performance Evaluation of Contractor CITY OF FORT WORTH FYI 7 CI)951'RY,Y.r RF:1'AIR AN I/RY.CON.PROGRAM AND NEAR SON'111 SIDE:MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 7719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 F. Letter of Final Acceptance 2 1. Upon review and acceptance of Notice of Project Completion and Supporting 3 Documentation, in accordance with General Conditions, City will issue Letter of 4 Final Acceptance and release the Final Payment Request for payment. 5 3.5 REPAIR/RESTORATION [NOT USED] 6 3.6 RE INSTALLATION [NOT USED] 7 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 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 END OF SECTION 16 Revision Log DATE NAME SUMMARY OF CHANGE 17 CITY OF FORT WORTH F'Y17-C1)9 SIRP:Rr RFI'AIR AND Rrx!ON,PROGRAM ANO NEAR SOU'Ili SIDES MED.wS'r.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 r CITY OF FORT WORTH FY17-CD 9 STREET RF,PAIR AND RF.CONS.&NERR SOUTH SI DF HIED.DISTRICT W&S IMPROY. 02388&02445 01 78 23-1 OPERATION AND MAINTENANCE DATA Page I Of5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - 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 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. 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 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 1/2 inches x 11 inches 34 b. Paper 35 l) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH FY 17-009 SJ7tKF:1'K FRAM AND R ECON.PROC,RAM ANO NEAR SOUTH 510E M EI).INST.WASS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 78 23-2 OPERATION AND MAINTENANCE DATA Page 2 of5 l d. Drawings 2 1) Provide reinforced punched binder tab,bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly-leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product,and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title"OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor,name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text,as required to supplement product data for the particular installation: 47 a. Organize inconsistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OFFORTWORTH rY17-CD9S9FFifKFPA{R AND RECON.PROGRAM ANUNEAR SOUTH SIDE:MLI).DISf %V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 78 23-3 OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty,bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products,applied materials and finishes- 8 a. Manufacturer's data,giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content,for moisture protection and weather exposure products: 18 a. Manufacturer's data,giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves,engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up,break-in,routine and normal operating instructions 32 2) Regulation, control, stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to"trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH FYI7-CD9 S i*V r A0-AtR ANO RECON.PROORAM AND NEAR SOVIN SIDE MFI).DIST.%V&SS MAIN IMPR()11. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 01 78 23-4 OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system,as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to"trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 £ Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts,manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USEDI 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH FY17-CD991'RF rREPAIR ANI)RECON,PKOOR AM AND NEAR SOUTH 511)E MED.DIST.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 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 1.12 WARRANTY]NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] G END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1 —title of section removed 8 CITY OF FORT WORTH rYl7-0Oq STREE'i'REVAiR AND RE:CON.I-ROOK AM AN I)NEAR SOUTH SIDE:MED.DIST.N.SSS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 CITY OF FORT WOWl'H FI77-CD 4STURTUPAIRANORF.CONS.&MBAR SOUTNSIDF.MF.D.DISTRICT W&S1MPWv.. 02388&02445 01 78 39-1 PROJECT RECORD DOCUMENTS Page 1 of4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART1 - GENERAL 4 1.1 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. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH FYI7-C[)9 SfRE.P.T REPAIR AND RF:CON.PROGRAM AND NEAR SOUTH SIDKMED.DKI'.lY&SS MAIN IMPROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 78 39-2 PROJECT RECORD DOCUMENTS Page 2 of4 1 3. To facilitate accuracy of records,make entries within 24 hours after receipt of 2 information that the change has occurred, 3 4. Provide factual information regarding all aspects of the Work,both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2, In the event of loss of recorded data,use means necessary to again secure the data 12 to the City's approval. 13 a. In such case,provide replacements to the standards originally required by the 14 Contract Documents, 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract, 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final inspection,provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 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 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS -JOB SET". CITY OF FORT WORTH FY 17.CD9$I RFFXKKPAIK AND RIXON,PROGRAM ANO NFAK SONTII SIDE:MF:D.DIST.WM MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 7839-3 PROJECT RECORD DOCUMENTS Page 3 of I 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil),clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a"cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes,use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits,piping, 23 ducts, and similar items,are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However, design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings,by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determlrn;d by the Contractor, subject to the 33 City's approval. 34 2) Show,by symbol or note, the vertical location of the Item("under slab", "in 35 ceiling plenum", "exposed",and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment,conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH PY17.CD951'RI'F'I'REPAIRANI1RECON.PROORAMANDNEARs0Ul'H$IDEMED.IMSI:1Y$I$$MAIN IMPROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 01 78 39-4 PROJECT RECORD DOCUMENTS Page 4 of4 1 c. Call attention to each entry by drawing a"cloud"around the area or areas 2 afLected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings, have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, 8 the job set of those Documents, other than Drawings, will be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling,and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR/RESTORATION [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD [OR] 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 26 CITY OF FORT WORTH EYlJ-009$rR r..F:r REPAIR AN tI RECON,11900R AM AND NHAR SOUTH 910E MHD.MST.%V&.SS MAIM IMPRO1'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised July 1,2011 033413-1 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page I of6 1 SECTION 03 34 13 2 CONTROLLED LOW STRENGTH MATERIAL(CLSM) 3 PARTI - GENERAL 4 1.1 SUMMARY 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 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 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. F eference 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. 37 7. C618 -Standard Specification for Coal Fly Ash and Raw or Calcined Natural 38 Pozzolan for Use in Concrete. CITY OF FORT WORTH rV 17-CI19 SrR EEI'R EI'AIR AN D R EMK.PROOR AM AN❑NEAR SOUT"SWE.MEI).DISf.1V&SS MAIN!IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 033413-2 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 2 of 6 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Provide submittals in accordance with Section 01 33 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 B. Sieve analysis 9 1. Submit sieve analyses of fine and coarse aggregates being used. 10 a. Resubmit at any time there is a significant change in grading of materials. 11 2. Mix 12 a. Submit full details,including mix design calculations for mix proposed for use. 13 C. Trial batch test data 14 1. Submit data for each test cylinder. 15 2. Submit data that identifies mix and slump for each test cylinder. 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE [NOT USED] 19 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED] 20 1.11 FIELD CONDITIONS [NOT USED] 21 1.12 WARRANTY [NOT USED] 22 PART 2 - PRODUCTS 23 2.1 OWNER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED] 24 2.2 PRODUCT TYPES AND MATERIALS 25 A. Materials 26 1. Portland cement: Type II low alkali portland cement as specified in Section 03 30 27 00. 28 2. Fly ash: Class F fly ash in accordance with ASTM C618. 29 3. Water: As specified in Section 03 30 00. 30 4. Admixture: Air entraining admixture in accordance with ASTM C260. 31 5. Fine aggregate: Concrete sand(does not need to be in accordance with 32 ASTM C33).No more than 12 percent of fine aggregate shall pass a No. 200 sieve, 33 and no plastic fines shall be present. 34 6. Coarse aggregate: Pea gravel no larger than 3/8 inch. 35 B. Mixes CITY OF FORT WORTH FV 17-CD9 S IYt F.KT KF.rAIK AN D K ECON.PROGRAM AND NEAR SWIT{SIPI!MKI).DISI'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 033413-3 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 3 of 1 1. Performance requirements 2 a. Total calculated air content 3 1) Not Iess than 8.0 percent or greater than 12.0 percent. 4 b. Minimum unconfined compressive strength 5 1) Not less than 50 psi measured at 28 days. 6 c. Maximum unconfined compressive strength 7 1) Not greater than 150 psi measured at 28 days. 8 2) Limit the long-term strength(90 days)to 200 psi such that material could 9 be re-excavated with conventional excavation equipment in the future if 10 necessary. 11 d. Wet density 12 1) No greater than 132 pounds per cubic foot. 13 e. Color 14 1) No coloration required unless noted. I5 2) Submit dye or other coloration means for approval. 16 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 1.00 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 17 18 2.3 ACCESSORIES [NOT USED] 19 2.4 SOURCE QUALITY CONTROL 20 A. Trial batch 21 1. After mix design has been accepted by Engineer,have trial batch of the accepted 22 mix design prepared by testing laboratory acceptable to Engineer. 23 2. Prepare trial batches using specified cementitious materials and aggregates 24 proposed to be used for the Work. 25 3. Prepare trial batch with sufficient quantity to determine slump, workability, 26 consistency, and to provide sufficient test cylinders. 27 B. Test cylinders: 28 1. Prepare test cylinders in accordance with ASTM C31 with the following 29 exceptions: 30 a. Fill the concrete test cylinders to overflowing and tap sides lightly to settle the 31 mix. 32 b. Do not rod the concrete mix. CITY OF FORT WORT[[ rY17,CD9S'I'Rr I'REI'AIµANI)RY.CON.PROOKAMANDNrAKSOO"I'HSII/F.W.1),IAS'I.1Y&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 033413-4 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 4 of 6 1 c. Strike off the excess material. 2 2. Place test cylinders in a moist curing room. Exercise caution in moving and 3 transporting the cylinders since they are fragile and will withstand only minimal 4 bumping,banging, or jolting without damage. 5 3. Do not remove the test cylinder from mold until the cylinder is to be capped and 6 tested. 7 4. The test cylinders may be capped with standard sulfur compound or neoprene pads: 8 a. Perform the capping carefully to prevent premature fractures. 9 b. Use neoprene pads a minimum of 1/2 inch thick, and 1/2 inch larger in diameter 10 than the test cylinders. 11 c. Do not perform initial compression test until the cylinders reach a minimum 12 age of 3 days. 13 C. Compression test 8 test cylinders: Test 4 test cylinders at 3 days and 4 at 28 days in 14 accordance with ASTM C39 except as modified herein: 15 1. The compression strength of the 4 test cylinders tested at 28 days shall be equal to 16 or greater than the minimum required compression strength,but not exceed 17 maximum compression strength. 18 D. If the trial batch tests do not meet the Specifications for strength or density, revise and 19 resubmit the mix design, and prepare additional trial batch and tests. Repeat until an 20 acceptable trial batch is produced that meets the Specifications. 21 1. All the trial batches and acceptability of materials shall be paid by the 22 CONTRACTOR. 23 2. After acceptance, do not change the mix design without submitting a new mix 24 design, trial batches, and test information. 25 E. Determine slump in accordance with ASTM C143 with the following exceptions: 26 1. Do not rod the concrete material. 27 2. Place material in slump cone in I semi-continuous filling operation, slightly 28 overfill, tap lightly, strike off,and then measure and record slump. 29 PART 3 - EXECUTION 30 3.1 INSTALLERS [NOT USED] 31 3.2 EXAMINATION [NOT USED] 32 3.3 PREPARATION [NOT USED] 33 3.4 INSTALLATION 34 A. Place CLSM by any method which preserves the quality of the material in terms of 35 compressive strength and density: 36 1. Limit lift heights of CLSM placed against structures and other facilities that could 37 be damaged due to the pressure from the CLSM,to the lesser of 4 feet or the lift 38 height indicated on the Drawings. Do not place another lift of CLSM until the last 39 lift of CLSM has set and gained sufficient strength to prevent lateral load due to the 40 weight of the next lift of CLSM. CITY OF FORT WORT]I FYI I CI)9 Sl'REVA'RI!I'AIR AND RE:CON.PROGRAM AND NEAR SOU Ili SIDE MM).GISf.IMS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 033413-5 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 5 of6 1 2. The basic requirement for placement equipment and placement methods is the 2 maintenance of its fluid properties. 3 3. Transport and place material so that it flows easily around,beneath, or through 4 walls,pipes, conduits, or other structures. 5 4. Use a slump of the placed material greater than 9 inches,and sufficient to allow the 6 material to flow freely during placement: 7 a. After trial batch testing and acceptance, maintain slump developed during 8 testing during construction at all times within+ 1 inch. 9 5. Use a slump, consistency,workability, flow characteristics, and pumpability(where 10 required)such that when placed, the material is self-compacting,self-densifying, 11 and has sufficient plasticity that compaction or mechanical vibration is not required. 12 6. When using as embedment for pipe take appropriate measures to ensure line and 13 grade of pipe. 14 3.5 REPAIR [NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD QUALITY CONTROL 17 A. General 18 1. Make provisions for and furnish all material for the test specimens, and provide 19 manual assistance to assist the Engineer in preparing said specimens. 20 2. Be responsible for the care of and providing curing condition for the test specimens. 21 B. Tests by the City 22 1. During the progress of construction, the City will have tests made to determine 23 whether the CLSM,as being produced,complies with the requirements specified 24 hereinbefore. Test cylinders will be made and delivered to the laboratory by the 25 Engineer and the testing expense will be borne by the City. 26 2. Test cylinders 27 a. Prepare test cylinders in accordance with ASTM C31 with the following 28 exceptions: 29 1) Fill the concrete test cylinders to overflowing and tap sides lightly to settle 30 the mix. 31 2) Do not rod the concrete mix. 32 3) Strike off the excess material. 33 b. Place the cylinders in a safe location away from the construction activities. 34 Keep the cylinders moist by covering with wet burlap,or equivalent. Do not 35 sprinkle water directly on the cylinders. 36 c. After 2 days,place the cylinders in a protective container for transport to the 37 laboratory for testing.The concrete test cylinders are fragile and shall be 38 handled carefully. The container may be a box with a Styrofoam or similar 39 lining that will limit the jarring and bumping of the cylinders. 40 d. Place test cylinders in a moist curing room. Exercise caution in moving and 41 transporting the cylinders since they are fragile and will withstand only 42 minimal bumping,banging, or jolting without damage. 43 e. Do not remove the test cylinder from mold until the cylinder is to be capped 44 and tested. CITY OF FORT WORTH YYI7•CI79 SIRKVf REPAIR AND RFxON.PROGRAM AND WAR SOUTH SIIIY.MF;II.DISI:%V&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 0334B-6 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 6 of 6 1 f. The test cylinders may be capped with standard sulfur compound or neoprene 2 pads: 3 1) Perform the capping carefully to prevent premature fractures. 4 2) Use neoprene pads a minimum of 1/2 inch thick, and 1/2 inch larger in 5 diameter than the test cylinders. 6 3) Do not perform initial compression test until the cylinders reach a 7 minimum age of 3 days. 8 3. The number of cylinder specimens taken each day shall be determined by the 9 Inspector. 10 a. Test 1 cylinder at 3 days and 2 at 28 days in accordance with ASTM C39 11 except as modified herein, 12 b. The compression strength of the cylinders tested at 28 days shall be equal to or 13 greater than the minimum required compression strength,but not exceed 14 maximum compression strength, 15 4. The City will test the air content of the CLSM.Test will be made immediately after 16 discharge from the mixer in accordance with ASTM C231. 17 5. Test the slump of CLSM using a slump cone in accordance with ASTM C143 with 18 the following exceptions: 19 a. Do not rod the concrete material. 20 b. Place material in slump cone in l semi-continuous filling operation, slightly 21 overfill, tap lightly, strike off,and then measure and record slump. 22 6. If compressive strength of test cylinders does not meet requirements, make 23 corrections to the mix design to meet the requirements of this specification. 24 3.8 SYSTEM STARTUP [NOT USED] 25 3.9 ADJUSTING f 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 Revision Log DATE NAME SUMMARY OF CHANGE 33 CITY OF FORT WORTH FY17•CD95'I'KKF:'I'KE.PAIR AND RECON,PROGRAM ANTI WAK SOU Ili SIDF.ME;D.MST.N&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December20,2012 330514-1 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page l of 7 1 SECTION 33 05 14 2 ADJUSTING MANHOLES, INLETS, VALVE BOXES,AND OTHER STRUCTURES TO 3 GRADE 4 PARTI - 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 01 29—Concrete Paving Repair 17 5. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 18 6. Section 33 05 13—Frame,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 40 4) Disposal of excess material CITY OF FORT WORTH ry17-CI19$rRFFT RF.PAIK AN I)RP.CON,PROGRAM ANI)Nh.AK SOUTH SIIW MF.D.OISI'.%V&SS MAIN IMPRO\'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02389&02445 Revised December 20,2012 330514-2 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 2 of 7 1 5) Grade rings or other adjustment device 2 6) Reuse of the existing manhole frame and cover 3 7) Furnishing,placing and compaction of embedment and backfill 4 8) Concrete base material 5 9) Permanent asphalt patch or concrete paving repair, as required 6 10) Clean-up 7 2. Manhole-Major Adjustment 8 a. Measurement 9 1) Measurement for this Item shall be per each adjustment requiring structural 10 modifications to raise or lower a manhole to a grade as specified on the 11 Drawings. 12 b. Payment 13 1) The work performed and the materials furnished in accordance with this 14 Item will be paid for at the unit price bid per each"Manhole Adjustment, 15 Major"completed. 16 c. The price bid shall include: 17 1) Pavement removal 18 2) Excavation 19 3) Hauling 20 4) Disposal of excess material 21 5) Structural modifications, grade rings or other adjustment device 22 6) Reuse of the existing manhole frame and cover 23 7) Furnishing,placing and compaction of embedment and backfill 24 8) Concrete base material 25 9) Permanent asphalt patch or concrete paving repair, as required 26 10) Clean-up 27 3. Manhole-Major Adjustment with Frame and Cover 28 All existing 24"diameter Sanitary Sewer Rims within paving limits shall be 29 replaced with 30"diameter Sanitary Sewer Rims with concrete collar per City of 30 Fort Worth Standards. 31 a. Measurement 32 1) Measurement for this Item shall be per each adjustment requiring structural 33 modifications to raise or lower a manhole to a grade specified on the 34 Drawings or structural modifications for a manhole requiring a new frame 35 and cover, often for changes to cover diameter. 36 b. Payment 37 1) The work performed and the materials furnished in accordance with this 38 item will be paid for at the unit price bid per each"Manhole Adjustment, 39 Major w/Cover"completed. 40 c. The price bid shall include: 41 1) Pavement removal 42 2) Excavation 43 3) Hauling 44 4) Disposal of excess material 45 5) Structural modifications, grade rings or other adjustment device 46 6) Frame and cover 47 7) Furnishing,placing and compaction of embedment and backfill 48 8) Concrete base material 49 9) Permanent asphalt patch or concrete paving repair,as required 50 10) Clean-up CITY OF FORT WORTH FY17.CD9 VREFTRF.PAIR AND RN.CON.PROGN AM AND NEAR SOUTH 5111H ME:11,111ST.h&SS MAIN IMPRON'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 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 I5 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 furnished 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 50 3) Hauling CITY OF FORT WORTH rYI?.CD9$'IVFF'rRYTAIR AND RECON.I'RMRAM AND NEAR WVIH$IDEMFD,DIST.1Y$I$$MAIN IMP140%% STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 07388&02445 Revised December 20,2012 3305 14-4 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 4 of 7 1 4) Disposal of excess material 2 5) Adjustment device 3 6) Furnishing,placing and compaction of embedment and backfill 4 7) Concrete base material, as required 5 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 6 required 7 9) Clean-up 8 7. Fire Hydrant 9 a. Measurement 10 1) Measurement for this Item shall be per each adjustment requiring stem 11 extensions to meet a grade specified by the Drawings. 12 b. Payment 13 1) The work performed and the materials furnished in accordance with this 14 Item will be paid for at the unit price bid per each"Fire Hydrant Stem 15 Extension"completed. 16 c. The price bid shall include: 17 1) Pavement removal 18 2) Excavation 19 3) Hauling 20 4) Disposal of excess material 21 5) Adjustment materials 22 6) Furnishing,placing and compaction of embedment and backfill 23 7) Concrete base material, as required 24 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 25 required 26 9) Clean-up 27 8. Miscellaneous Structure 28 a. Measurement 29 1) Measurement for this Item shall be per each adjustment requiring structural 30 modifications to said structure to a grade specified on the Drawings. 31 b. Payment 32 1) The work performed and the materials furnished in accordance with this 33 Item will be paid for at the unit price bid per each"Miscellaneous Structure 34 Adjustment"completed. 35 c. The price bid shall include: 36 1) Pavement removal 37 2) Excavation 38 3) Hauling 39 4) Disposal of excess material 40 5) Structural modifications 41 6) Furnishing,placing and compaction of embedment and backfill 42 7) Concrete base material 43 8) Permanent asphalt patch or concrete paving repair,as required 44 9) Clean-up 45 1.3 REFERENCES 46 A. Definitions 47 1. Minor Adjustment CITY OF FORT WORTH FYI1•CIY9 S IV Krr KRPAIR AND RECON.PROOR AM AND NF..AR SOUTH SIDF:MF.11.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 3305 14-5 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 5 of 7 1 a. Refers to a small elevation change performed on an existing manhole where the 2 existing frame and cover are reused. 3 2. Major Adjustment 4 a. Refers to a significant elevation change performed on an existing manhole 5 which requires structural modification or when a 24-inch ring is changed to a 6 30-inch ring. 7 B. Reference Standards 8 1. Reference standards cited in this Specification refer to the current reference 9 standard published at the time of the latest revision date logged at the end of this 10 Specification,unless a date is specifically cited. 11 2. Texas Commission on Environmental Quality(TCEQ): 12 a. Title 30,Part I,Chapter 217, Subchapter C,Rule 217.55—Manholes and 13 Related Structures. 14 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 15 1.5 SUBMITTALS [NOT USED] 16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.7 CLOSEOUT SUBMITTALS [NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] I9 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 24 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. Cast-in-Place Concrete 27 1. See Section 03 30 00, 28 B. Modifications to Existing Concrete Structures 29 1. See Section 03 80 00, 30 C. Grade Rings 31 1. See Section 33 05 13. 32 D. Frame and Cover 33 1. See Section 33 05 13. 34 E. Backfil[ material 35 1. See Section 33 05 10. CITY OF FORT WORTH FY17-CD9 S'rx F.'r RY:PAIR AND RHCON.PROGRAM AND NEAR SOUTH Sim-:mm.IAS'f.1VASS MAIN IMPXOV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised December 20,2012 3305 14-6 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 6 of 7 I F. Water valve box extension 2 1. See Section 33 12 20. 3 G. Corrosion Protection Test Station 4 1. See Section 33 04 11. 5 H. Cast-in-Place Concrete Manholes 6 1. See Section 33 39 10. 7 I. Precast Concrete Manholes 8 1. See Section 33 39 20. 9 2.3 ACCESSORIES [NOT USED] 10 2.4 SOURCE QUALITY CONTROL [NOT USED] 11 PART 3 - EXECUTION 12 3.1 INSTALLERS [NOT USED] 13 3.2 EXAMINATION 14 A. Verification of Conditions 15 1. Examine existing structure to be adjusted, for damage or defects that may affect 16 grade adjustment. 17 a. Report issue to City for consideration before beginning adjustment. 18 3.3 PREPARATION 19 A. Grade Verification 20 1. On major adjustments confirm any grade change noted on Drawings is consistent 21 with field measurements. 22 a. If not, coordinate with City to verify final grade before beginning adjustment. 23 3.4 ADJUSTMENT 24 A. Manholes, Inlets, and Miscellaneous Structures 25 1. On any sanitary sewer adjustment replace 24-ineb frame and cover assembly with 26 30-inch frame and cover assembly per TCEQ requirement. 27 2. On manhole major adjustments, inlets and miscellaneous structures protect the 28 bottom using wood forms shaped to fit so that no debris blocks the invert or the 29 inlet or outlet piping in during adjustments. 30 a. Do not use any more than a 2-piece bottom. 31 3. Use the least number of grade rings necessary to meet required grade. 32 a. For example, if a 1-foot adjustment is required,use 2 6-inch rings,not 6 2-inch 33 rings. 34 b. The maximum height of adjustment shall be no more than 12 inches for any 35 combination of grade rings. If 12 inches is required,use 3—4 inch rings. 36 B. Valve Boxes 37 1, Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 38 the Drawings. CITY OF FORT WORTH FY17-CM)STREE"1'REPAIR AND RF'.CON.PROOR AM AND NEAR SOUTH SIDE MY.D,DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPE~CIFtCATION DOCUMENTS 02388&02445 Revised December 20,20I2 330514-7 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 7 of 7 1 C. Bacicfill and Grading 2 1, Bacicfill area of excavation surrounding each adjustment in accordance to Section 3 3305 10. 4 D. Pavement Repair 5 1. If required pavement repair is to be performed in accordance with Section 32 01 17 6 or Section 32 01 29. 7 3.5 REPAIR/RESTORATION [NOT USED] 8 3.6 RE-INSTALLATION [NOT USED] 9 3.7 FIELD 10111 SITE 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 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 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 9/20/2017 W.Norwood 3.4.3 Eliminate 24 inch requirement for maximum chimney height adjustment. 3.4.4.b Add requirement for maximum height of grade rings to be 12 inches or 3-4 inch rings 18 CITY OF FORT WORTH FY17-039$I1[4 KF REPAIR AND RECON.PROOR AM AND NEAR SOU'rH SIDP.MM,DJ$'I'.W&SS MAIN IMPROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02398&02445 Revised December 20,2012 CITY OF FORT WORTH FYI7-CD9STREF.TREPAIRANDRF.CONS.&NFIR SOUTHSIDF.MFD.OISTRICTW&SIMPROY. 02388&02445 333960-1 LINERS FOR SANITARY SEWER STRUCTURES Page I of 9 1 SECTION 33 39 60 2 LINERS FOR SANITARY SEWER STRUCTURES 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Application of a high-build epoxy coating system(or modified polymer liner 7 system, i.e. SpectraShield)to concrete utility structures such as manholes, lift 8 station wet wells,junction boxes or other concrete facilities that may need 9 protection from corrosive materials. This covers rehabilitation of existing sanitary 10 sewer structures and newly installed sanitary sewer structures. 11 2. For sanitary sewer mains 8-inch diameter and larger, use of a structural liner 12 system,Warren Environmental System 301, ARC S 1HB by A.W. Chesterton 13 Company, is acceptable. 14 3. For sanitary sewer mains 8-inch diameter and smaller, and less than 6-feet in depth, 15 use of a liner system, SpectraShield, is acceptable. 16 B. Deviations from this City of Fort Worth Standard Specification 17 1. None. I8 C. Related Specification Sections include but are not necessarily limited to: 19 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 20 Contract 21 2. Division 1 —General Requirements 22 3. Section 33 0130—Sewer and Manhole Testing 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Manholes 26 a. Measurement 27 1) Measurement for this Item shall be per vertical foot of coating as measured 28 from the bottom of the frame to the top of the bench. 29 b. Payment 30 1) The work performed, and materials furnished in accordance with this Item 31 and measured as provided under"Measurement"will be paid for at the unit 32 price bid per vertical foot of"Manhole Liner"applied. 33 c. The price bid shall include: 34 1) Removal of roots 35 2) Removal of existing coatings 36 3) EIiminating any leaks 37 4) Removal of steps 38 5) Repair/seal connection of the existing frame to chimney 39 6) Repairs of any cracks in the existing structure chimney, corbel(cone), wall, 40 bench, including any replacement of damaged rebar,pipe 41 7) Surface cleaning CITY OF FORT WORTH FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SE7F W..D_DISf.W&Ss MAIN IMMOV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2019 33 39 60-2 LINERS FOR SANITARY SEWER STRUCTURES Page 2 of9 1 8) Furnishing and installing Liner as specified by the Drawings 2 9) Hauling 3 10) Disposal of excess material 4 11) Clean-up 5 12) Cleaning 6 13) Testing 7 14) Re-Testing 8 2. Non-Manhole Structures 9 a. Measurement 10 1) Measurement for this Item shall be per square foot of area where the 11 coating is applied. 12 b. Payment 13 1) The work performed, and materials furnished in accordance with this Item 14 and measured as provided under "Measurement"shall be paid for at the unit 15 price bid per square foot of"Structure Liner"applied. 16 c. The price bid shall include: 17 1) Removal of roots 18 2) Removal of existing coatings 19 3) Eliminating any leaks 20 4) Removal of steps 21 5) Repair/seal connection of the existing frame to chimney 22 6) Repairs of any cracks in the existing structure chimney, corbel(cone), wall, 23 bench, including any replacement of damaged rebar,pipe 24 7) Surface cleaning 25 8) Furnishing and installing Liner as specified by the Drawings 26 9) Hauling 27 10) Disposal of excess material 28 11) Clean-up 29 12) Cleaning 30 13) Testing 31 14) Re-Testing 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. ASTM International(ASTM): 38 a. D543, Standard Practices for Evaluating the Resistance of Plastics to Chemical 39 Reagents. 40 b. D638, Standard Test Method for Tensile Properties of Plastics. 41 c. D695, Standard Test Method for Compressive Properties of Rigid Plastics. 42 d. D790, Standard Test Methods for Flexural Properties of Unreinforced and 43 Reinforced Plastics and Electrical Insulating Materials. 44 e. D4060, Standard Test Method for Abrasion Resistance of Organic Coatings by 45 the Taber Abraser. 46 £ D4414, Standard Practice for Measurement of Wet Film Thickness by Notch 47 Gages. CITY OF FORT WORTH Fr]7-UD9 STREET REPAR AND RF:CON.PROGRAM ANDNLAR SOUTH SILAC WD Dis F_Wff 3S MAIN 7MPROV_ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2019 333960-3 LINERS FOR SANITARY SEWER STRUCTURES Page 3 of 1 g. D4541, Standard Test Method for Pull-off Strength of Coatings Using Portable 2 Adhesion Testers. 3 h. D7234, Stand Test Method for Pull-Off Adhesion strength of Coatings on 4 Concrete Using Portable Pull-Off Adhesion Testers. 5 3. Environmental Protection Agency (EPA). 6 4. NACE International(MACE). 7 5. Occupational Safety and Health Administration(OSHA). 8 6. Resource Conservation and Recovery Act, (RCRA). 9 7. The Society for Protective Coatings/NACE International(SSPC/NACE): 10 a. SP 13/NACE No. 6, Surface Preparation of Concrete. 11 b. SP0188, Discontinuity(Holiday)Testing of New Protective Coatings on 12 Conductive Substrates 13 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 14 1.5 SUBMITTALS 15 A. Submittals shall be in accordance with Section 0133 00. 16 B. All submittals shall be approved by the City prior to delivery. 17 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 18 A. Product Data 19 1. Technical data sheet on each product used 20 2. Material Safety Data Sheet(MSDS) for each product used 21 3. Copies of independent testing performed on the coating product indicating the 22 product meets the requirements as specified herein 23 4. Technical data sheet and project specific data for repair materials to be topcoated 24 with the coating product including application, cure time and surface preparation 25 procedures 26 5. Material and method for repair of leaks or cracks in the structure 27 B. Contractor Data 28 1. Current documentation from coating product manufacturer certifying Contractor's 29 training(and/or licensed)as an approved installer and equipment complies with the 30 Quality Assurance requirements specified herein 31 2. 5 recent references of Contractor indicating successful application of coating 32 product(s) of the same material type as specified herein,applied by spray 33 application within the municipal wastewater environment. References shall include 34 at least the following: owner name, City inspector name and phone number, project 35 name/number, size and linear footage of sanitary sewer main, manhole diameter, 36 structure dimensions and number of each, square feet(or vertical feet) of product 37 installed, contract cost, and contract duration. Contractor must demonstrate a 38 successful history of installing the product in structures of similar size and scope. 39 1.7 CLOSEOUT SUBMITTALS 40 A. Testing Documentation 41 1. Provide test results required in Section 2.4 and Section 3.7 to City. 42 a. Include the following manhole or structure location information: CITY OF FORT WORTH Fv17-CD9 nREBTRGPAW AND RFCOH.PRO(:RAMANDNFAR soeTH smF rear)DIST W&SSMAIN]WROv- STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2019 33 39 60-4 LINERS FOR SANITARY SEWER STRUCTURES Page 4 of 9 l 1) Sanitary sewer main/lateral number 2 2) Station number 3 3) GIS ID number 4 b. Inspection report of each manhole/structure tested 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 19 QUALITY ASSURANCE 7 A. Qualifications 8 1. Contractor 9 a. Be trained by, or have training approved and certified by,the coating product 10 manufacturer for the handling, mixing, application and inspection of the coating 11 product(s)to be used as specified herein 12 b. Initiate and enforce quality control procedures consistent with the coating 13 product(s)manufacturer recommendations and applicable NACE or SSPC 14 standards as referenced herein 15 1.10 DELIVERY, STORAGE,AND HANDLING 16 A. Keep materials dry, protected from weather and stored under cover. I7 B. Store coating materials between 50 degrees F and 90 degrees F. 18 C. Do not store near flame, heat or strong oxidants. 19 D. Handle coating materials according to their material safety data sheets. 20 1.11 FIELD [SITE] CONDITIONS 21 A. Provide confined space entry, flow diversion and/or bypass plans as necessary to 22 perform the specified work. Active flows shall be diverted with flow through plugs as 23 required to ensure that flow is maintained off the surfaces to be Iined. 24 1.12 WARRANTY 25 A. Contractor Warranty 26 1. Contractor's Warranty shall be in accordance with Division 0. 27 PART 2- PRODUCTS 28 2.1 OWNER-FURNISHED tort] OWNER-SUPPLIED PRODUCTS [NOT USED] 29 2.2 EQUIPMENT,PRODUCT TYPES, MATERIALS 30 A. Repair and Resurfacing Products 31 1. Compatible with the specified coating product(s) in order to bond effectively, thus 32 forming a composite system 33 2. Used and applied in accordance with the manufacturer's recommendations 34 3. The repair and resurfacing products must meet the following; 35 a. 100 percent solids, solvent-free epoxy grout specifically formulated for epoxy 36 topcoating compatibility CITY OF FORT WORTH F V 17CM STREET REPAIR AND RL'COM PROGRAM ANDNF.AR SOUT11 SOR MED-DIS l-W&SS MAIN IMPROV- STAINDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2019 333960-5 LINERS FOR SANITARY SEWER STRUCTURES Page 5 of 9 1 b. Factory blended, rapid setting, high early strength, fiber reinforced, non-shrink 2 repair mortar that can be toweled or pneumatically spray applied and 3 specifically formulated to be suitable for topcoating with the specified coating 4 product used 5 B. Coating Product 6 1. Capable of being installed and curing properly within a manhole or concrete utility 7 environment 8 2. Resistant to all forms of chemical or bacteriological attack found in municipal 9 sanitary sewer systems; and, capable of adhering to typical manhole structure 10 substrates 11 3. The 100 percent solids, solvent-free ultra high-build epoxy system shall exhibit the 12 following characteristics: 13 a. Application Temperature—50 degrees F, minimum 14 b. Thickness— 125 mils minimum for newly installed structures; 250 mils 15 minimum for rehabilitation of existing structures (Warren Environmental 16 System 301, ARC S 1 HB by A.W. Chesterton Company) 17 c. Color—White,Light Blue, or Beige 18 d. Compressive Strength(per ASTM D695)—8,800 psi minimum 19 e. Tensile Strength(per ASTM D638)—7,500 psi minimum 20 f. Hardness, Shore D (per ASTM D4541)—70 minimum 21 g. Abrasion Resistance(per ASTM D4060 CS 17F Wheel)—80 mg loss 22 maximum 23 h. Flexural Modulus (per ASTM D790)—400,000 psi minimum 24 i. Flexural Strength(per ASTM D790)— 12,000 psi minimum 25 j. Adhesion to Concrete, triode of failure(ASTM D4541): Substrate(concrete) 26 failure 27 k. Chemical Resistance(per ASTM D543/G20)all types of service for: 28 1) Municipal sanitary sewer environment 29 2) Sulfuric acid, 70 percent 30 3) Sodium hydroxide, 20 percent 31 4. Or,The multi-layer modified polyurea and polyurethane shall exhibit the following 32 characteristics: 33 a. Application Temperature—50 degrees F, minimum 34 b. Thickness—500 mils minimum(SpectraShield) 35 c. Moisture Barrier and Final Corrosion Barrier 36 1) Color—Pink 37 2) Tensile Strength(per ASTM D412)—2550 psi minimum 38 3) Hardness, Shore D(per ASTM D2240)—56 minimum 39 4) Abrasion Resistance(per ASTM D4060)—20 mg loss maximum 40 5) Percent Elongation(per ASTM D412)—269 41 d. Surfacer 42 1) Compressive Strength(per ASTM D1621)—100 psi minimum 43 2) Density(per ASTM D 1622)—5 lbs/cu ft minimum 44 3) Shear Strength(per ASTM C273)—230 psi minimum 45 4) Closed Cell Content(per ASTM D1940)— >95% 46 C. Coating Application Equipment 47 1. Manufacturer approved heated plural component spray equipment CITY OF FORT WORTH FY17-CD9 sTRFFT RFPA1R AND RRCON PROGRAM AND NEAR sou iH smE nave DisT.w&ss MAW ienrxov. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2019 33 39 60-6 LINERS FOR SANITARY SEWER STRUCTURES Page 6 of 9 1 2. Hard to reach areas,primer application and touch-up maybe performed using hand 2 tools. 3 3. Applicator shall use approved specialty equipment that is adequate in size, capacity, 4 and number sufficient to accomplish the work in a timely manner. 5 2.3 ACCESSORIES [NOT USED] 6 2.4 SOURCE QUALITY CONTROL 7 A. Coating Thickness Testing 8 1. Film Thickness Testing for epoxy systems 9 a. Take wet film thickness gauge measurements per ASTM D4414—Standard 10 Practice for Measurement of Wet Film Thickness by Notch Gages at 3 locations 11 within the manhole, 2 spaced equally apart along the wall and I on the bench. 12 1) Document and attest measurements and provide to the City. 13 2. Thickness Testing for modified polymer liner system 14 a. Upon installation of the Final Corrosion Barrier insert probe into substrate for 15 depth of system measurement at 3 locations within the manhole, 2 spaced 16 equally apart along the wall and 1 on the bench. 17 3. Document all testing results and provide to the City. 18 B. Non-Conforming Work 19 1. City reserves the right to require additional testing depending on the rate of failure. 20 2. City will select testing locations. 21 C. Testing Frequency 22 1. Projects with 10 or less manholes and/or structures test all. 23 2. Projects with greater than 10 manholes and/or structures,test at least 10 and test 25 24 percent of manholes and/or structures after the first 10. 25 3. City will select the manholes and/or structures to be tested. 26 PART 3 - EXECUTION 27 3.1 INSTALLERS 28 A. All installers shall be certified applicators approved by the manufacturers.Applicator 29 shall use adequate number of skilled workmen that have been trained and experienced for 30 the approved product. 31 32 3.2 EXAMINATION [NOT USED] 33 3.3 PREPARATION 34 A. Manhole Preparation 35 1. Stop active flows via damming, plugging or diverting as required to ensure all 36 liquids are maintained below or away from the surfaces to be coated. 37 2. Maintain temperature of the surface to be coated between 40 and 120 degrees F. 38 3. Shield specified surfaces to avoid exposure of direct sunlight or other intense heat 39 source. CITY OF FORT WORTH FY 17-CD9 3TnET REPAIR AND RECDN_PROCTRAM AND NEAR SOUT113a7E MED.DIST.WSSS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&0244S Revised February 14,2019 333960-7 LINERS FOR SANITARY SEWER STRUCTURES Page 7 of 1 a. Where varying surface temperatures do exist, coating installation should be 2 scheduled when the temperature is falling versus rising. 3 B. Surface Preparation 4 1. Remove oils, roots, grease, incompatible existing coatings, waxes, form release, 5 curing compounds, efflorescence, sealers, salts or other contaminants which may 6 affect the performance and adhesion of the coating to the substrate. Remove any 7 steps found in the structure. 8 2. Remove concrete and/or mortar damaged by corrosion, chemical attack or other 9 means of degradation so that only sound substrate remains. 10 3. Surface preparation method, or combination of methods,that may be used include I I high pressure water cleaning,high pressure water jetting, abrasive blasting, 12 shotblasting, grinding, scarifying, detergent water cleaning,hot water blasting and 13 others as described in SSPC SP 13/19ACE No. 6. 14 4. All methods used shall be performed in a manner that provides a uniform, sound, 15 clean,neutralized, surface suitable for the specified coating product. 16 5. After completion of surface preparation, inspect for Ieaks, cracks, holes, exposed 17 rebar,ring and cover condition, invert condition, and inlet/outlet pipe condition. 18 6. After defects in the structure have been identified, seal cracks,repair exposed rebar 19 with new rebar to match existing, repair leaks and cracks with grout or other 20 methods approved by the Manufacturer. All new rebar shall be embedded in 1 '/z 21 inch epoxy mastic. Replace/seal connection between existing frame and chimney if 22 it is found loose or not attached. 23 7. The repair mortar and epoxy topcoat must share the same epoxy matrix to ensure a 24 bonded weld. No cementitious repair material, quick setting high strength concrete 25 with latex or curing agent additives, or quick set mortars will be allowed. Proper 26 surface preparation procedures must be followed to ensure adequate bond strength 27 to any surface to be coated. New cement cure time is at least 30 days prior to 28 coating. 29 3.4 INSTALLATION 30 A. General 31 1. Perform coating after the sewer line replacement/repairs, grade adjustments and 32 grouting are complete. 33 2. Perform application procedures per recommendations of the coating product 34 manufacturer, including environmental controls, product handling, mixing and 35 application. 36 B. Temperature 37 1. Only perform application if surface temperature is between 40 and 120 degrees F. 38 2. Make no application if freezing is expected to occur inside the manhole within 24 39 hours after application. 40 C. Coating 41 1. Spray apply per manufacturer's recommendation at a minimum film thickness as 42 noted in Section 2.2.B. 43 2. Apply coating from bottom of manhole frame to the bench/trough, including the 44 bench/trougb. CITY OF FORT WORTH FYl7-CD9STREETREPAIRANDRECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.Wx SS MAIN]WROV_ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2019 33 39 60-8 LINERS FOR SANITARY SEWER STRUCTURES Page 8 of 9 1 3. After walls are coated,remove bench covers and spray bench/trough to at least the 2 same thickness as the walls. 3 4. Apply any topcoat or additional coats within the product's recoat window. 4 a. Additional surface preparation is required if the recoat window is exceeded. 5 5. Allow a minimum of 3 hours of cure time or be set hard to touch before reactivating 6 flow. 7 3.5 REPAIR/RESTORATION [NOT USED] 8 3.6 RE-INSTALLATION [NOT USED] 9 3.7 FIELD QUALITY CONTROL 10 A. Each structure will be visually inspected by the City the same day following the I application. 12 B. Groundwater infiltration of the system shall be zero. 13 C. All pipe connections shall be open and clear. 14 D. The inspector will check for deficiencies, pinholes, voids, cracks, uncured spots, I5 delamination, and thin spots. Any deficiencies in the liner shall be marked and repaired 16 according to the procedures outlined by the Manufacturer. 17 E. If leaks are detected they will be chipped back, plugged and coated immediately with l8 protective epoxy resin coating. 19 1. Make repair 24 hours after leak detection. 20 F. Post Installation Coating Tests 21 1. Holiday Detection Testing 22 a. Holiday Detection test the liner per NACE SP0188—Discontinuity (Holiday) 23 Testing of New Protective Coatings on Conductive Substrates. Mark all 24 detected holidays. Repair all holidays in accordance to coating manufacturer's 25 recommendations. 26 1) Document and attest all test results repairs made and provide to the City. 27 2. Adhesion Testing 28 a. Adhesion test the liner at a minimum of three locations (cone area, mid-section, 29 and bottom of the structure). For structures exceeding 6-feet add one additional 30 test for every additional 6-feet. For example. 6-foot manhole—3 tests. 6-feet, I- 31 inch manhole thru 11-feet, 11-inch manhole—4 tests, 12-foot manhole—5 tests. 32 Etc... Tests performed per ASTM D7234—Standard Test Method for Pull-Off 33 Adhesion Strength of Coatings on Concrete Using Portable Pull-Off Adhesion 34 Testers. 35 1) The adhesive used to attach the dollies shall have a tensile strength greater 36 that the Iiner. 37 2) Failure of the dolly adhesive is deemed a non-test and requires retesting. 38 3) 2/3rds of the pulls shall exceed 300 psi or concrete failure with more than 39 50%of the subsurface adhered to the coating. If over 1/3'd fail, additional tests 40 may be required by the City. If additional tests fail the City may require 41 removal and replacement of the liner at the contractor's expense. 42 3. A bonded third-party testing company shall perform the testing. CITY OF FORT WORTH PY 17tlY)SHZE T REPAIR AKD RP;CnN,PROGRAM AND NEAR SCUM SI]E MED.DIS-W&SS MAN IMPRIV. STANDARD CONSTRICTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2019 333960-9 LINERS FOR SANITARY SEWER STRUCTURES Page 9 of9 1 4. Or Contractor may perform tests if witnessed by representative of the coating 2 manufacturer. Coating manufacturer representative to provide certification that 3 Contractor performed tests in accordance with noted standards. 4 G. Non-Conforming Work 5 1. City reserves the right to require additional testing depending on the rate of failure. 6 2. City will select testing locations. 7 3. Repair all defects according to the manufacturer's recommendations. 8 H. Testing Frequency 9 1. Projects with 10 or less manholes and/or structures test all. 10 2. Projects with greater than 10 manholes and/or structures,test at least 10 and test 25 11 percent of manholes and/or structures after the first 10. 12 3. City will select the manholes and/or structures to be tested. 13 1. Test manhole for final acceptance according to Section 33 0130. 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 3.11 CLOSEOUT ACTIVITIES 18 A. Provide all test results from testing per Section 2A and applicator certifications per 19 Section 3.1. and in accordance with Section 1.7. 20 B. Upon final completion of the work, the manufacturer will provide a written certification 21 of proper application to the City. 22 C. The certification will confirm that the deficient areas were repaired in accordance with 23 the procedure set forth in this Specification.The final report will detail the location of the 24 repairs in the structure and description of the repairs. 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Removal of Raven Lining system and inclusion of SpectraShield and Warren 02-12-2019 J.Kasavich Environmental System 301,and ARC SIUB by A.W. Chesterton Company. Additional source quality control and field quality control test requirements. 29 CITY OF FORT WORTH FY17-CD9 STREET REPAIR AND RECON.PROGRAM ANDNRAR SOUTH SIDE MED.D1Hf.W&5SMAN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 Revised February 14,2019 CITY OF FORT WORTH FYI 7-CD 9 STREETRUAIRANU RECONS.&NEAR SOUMSI➢RMED.UISIRICTW&SIMPROV. 02388&02445 99 99 00 ADDITIONAL SPECIFICATIONS Page 1 of 1 1 SECTION 99 99 00 2 ADDITIONAL SPECIFICATIONS 3 4 9999.1000 Irrigation Adjustment& Landscape Repair Allowance 5 This item establishes a contract allowance comparable to the final cost of making necessary 6 irrigation adjustment and landscape repairs required due to the project. An arbitrary allowance 7 amount has been placed in the proposal:however, this does not guarantee any payment for 8 irrigation adjustments or landscaping repair, nor does it confine irrigation adjustments or 9 landscape repairs to the amount shown in the proposal. It shall be the Contractor's responsibility 10 to provide the services of a licensed irrigator to make the irrigation adjustments determined 11 necessary by the City. No payment will be made for irrigation or Iandscape repairs except those 12 adjustments determined by the City. Should the Contractor damage irrigation line or landscape 13 due to his negligence, where such lines or landscapes would not have required adjustment or 14 repair otherwise, the damage shall be repaired and adjusted by the Contractor at the Contractor's 15 expense. The payment to the Contractor for irrigation adjustments and/or landscape repair shall 16 be the actual cost of the adjustments/repairs plus ten percent(10%)to cover the cost of bond and 17 overhead incurred by the Contractor in handling the adjustments/repairs. 18 19 9999.1003 Construction Allowance 20 21 1. Summary 22 The Construction Allowances shall be available to the City to direct the 23 Contractor to perform additional work items relevant to the successful 24 completion of the project, but which are not identified on the plans or covered in 25 the specifications due to unforeseen circumstances. Arbitrary allowance amounts 26 have been placed in the Proposal, this item will not be paid to the contractor 27 unless a field order is issued. Unanticipated project changes are not limited to 28 the value of this item. Contract changes above this amount described by this 29 allowance may be processed through a change order 30 2. Price and Payment Procedures 31 a. Measurement and Payment 32 i. Measurement for additional work covered by the respective Construction 33 Allowances shall be negotiated between the City and the Contractor per 34 each item, or group of items if multiple related items are encountered. 35 b. Payment 36 i. The work performed and material furnished in accordance with this Item 37 shall be paid for as a measured per negotiated item or group of items, at 38 unit price(s)negotiated between the City and the Contractor. 39 ii. The price shall include: 40 1. All necessary Materials and work to accomplish the additional 41 work item's objective 42 2. Clean-up 43 3. Restoration 44 45 46 47 END OF SECTION CITY OF FORT WORTH FYI7-CD9 STRRFT RF.PAIR AND RECON-PROGRAM AND NEAR SOUTH SIDE.MED-DIST-W&SS MAIN IMPROV- STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02388&02445 CITY OF FORT WORTH FY17-CD 9S27UiJ,TRGPAIRANDRE('ONS.&NFAR SOUTMWDFMFD.DISIIU(,1'WXSIMPRDV. 02388&02445 APPENDIX GC-4.02 Subsurface and Physical Conditions Geotechnical Report(Report No. W 180776 by Alpha Testing) GC-6.06.13 Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements CITY OF FORT WORTH FYI7-CD7 STREF.7"REPAIR ANDREWN.PROGRAM ANDNEARSOUTH SRJE MED_DIST W&."MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02388&02445 GC-4-02 Subsurface and Physical Conditions ' 141S PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH F V 17-C1)9 STR F:r1"9 FJ'AI R AND RFCON.PROGR AM AN I)NEAR SOUTH S IOF:MIA,01 V.N&Z MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02388&02445 GEOTECHNICAL EXPLORATION on PAVEMENT AND ROADWAY IMPROVEMENTS Various Streets near Southside of Town Font Worth, Texas ALPHA Report No. Wl 80776 June 13, 2018 Prepared for: A.N.A. CONSULTANTS, LLC 5000 Thompson Terrace Colleyville, Texas 76034 Attention: Mr. Mark Assaad,P.E. Pre ared By: ALPHA Pricy: STIK-( wurar IT all acalue Geotechnical 5058 Brush Creek Road Tel:817-496-5600 ALPHA #\ TISTIN ( Construction Materials Fort Worth, Te-ras 76119 Fax:817-496-5608 Environmental www.alphate.vting.coni W u r u It I T K ; P 0 C f I Al � TBPE Firm No.813 June 13, 2018 A.N.A. Consultants, LLC 5000 Thompson Terrace Cotleyville, Texas 76034 Attention: Mr. Mark Assad, P.E. Re: Geotechnical Exploration Pavement and Roadway Improvements Various Streets near Southside of Town Fort Worth, Texas ALPHA Report No. W 180776 Attached is the report of the geotechnical exploration performed for the project referenced above. This study was auth0ri7cd by Mr. Mark Assaad, P.E. on March 20, 2018 performed in accordance with ALPHA Proposal No. 64129, dated March 20, 2018. This report contains results of field explorations and laboratory testing and an engineering interpretation of these with respect to available project characteristics. The results and analyses were used to develop recommendations to aid design and construction of new pavement and rehabilitation of existing pavements at various streets generally located southwest of the interchange between I-30 and 1-35 West in Fort Worth, Texas. ALPHA TESTING, INC. appreciates the opportunity to be of service on this project. If we can be of further assistance, such as providing materials testing services during construction, please contact our office. Sincerely, ALPHA TESTING,INIto C. . Ir ........... BRIANJ. HOYT 116748 ..w- June 13,2018 Mahsa Hedayati,Ph.D.,P.E. Brian J. Hoyt, P.E. Geotechnical Project Manager Geotechnical Department Manager MH/BJH/on Copy: (1) Client TABLE OF CONTENTS On ALPHA REPORT NO. W180776 1.0 PURPOSE AND SCOPE....................................................................................................1 2.0 PROJECT CHARACTERISTICS.......................................................................................1 3.0 FIELD EXPLORATION.....................................................................................................2 4.0 LABORATORY TESTS........................................ --.............. 5.0 GENERAL SUBSURFACE CONDITIONS...................... .......4 6.0 DESIGN RECOMMENDATIONS................................................................................•---.6 6.1. Pavement Subgrade Preparation ................................................................................6 6.1.1. Subgrade Improvement Using Lime Stabilization for Portland Cement Concrete (PCC) Pavement........................................................................................ 7 6.1.2. Subgrade Improvement Using Cement Stabilization for Portland Cement Concrete (PCC) Pavement........................................................................................ 7 6.1.3. Subgrade Improvement Using Flexible Base Material for Portland Cement Concrete(PCC) Pavement........................................................................................ 7 6.1.4. Subgrade Improvement Using Recycled Asphalt Pavement(RAP)for Portland Cement Concrete (PCC)Pavement............................................................ 8 6.1.5. Subgrade Improvement Using Pulverized Concrete from Existing Pavement for New Asphalt Concrete(AC)Pavement............................................. 8 6.2. Portland-Cement Concrete Pavement Section...........................................................9 6.3. Asphalt Concrete Pavement Section........................................................................10 6A. Asphalt Overlay.......................................................................................................11 6.5. Soluble Sulfates........................................................................................................12 6.6. Drainage Considerations..........................................................................................12 7.0 GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS ..........12 7.1. Site Preparation and Grading...................................................................................13 7.2. Fill Compaction........................................................................................................14 7.3. Groundwater...........................................••---------.......................................................14 8.0 LIMITATIONS .................................................................................................................15 APPENDIX A-1 Methods of Field Exploration Boring Location Plan—Figures I through 1F B-1 Methods of Laboratory Testing Mechanical Lime Series—Figures 2A through 2D WinPAS Analysis Logs of Borings Key to Soil Symbols and Classifications C-1 Summary of Pavement Section Recommendations ALPHA Report No. W 180776 1.0 PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, INC. ("ALPHA") to evaluate for the"Client" some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of appropriate geotechnical design parameters for pavement sections. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed on site. Engineering analyses were performed from results of the field exploration and results of laboratory tests performed on representative samples. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed fiom information obtained from the test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. The nature and extent of variations between the borings and other locations on site may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on-site observations and possibly other tests. 2.0 PROJECT CHARACTERISTICS It is proposed to reconstruct or rehabilitate various streets generally located southwest of the interchange between 1-30 and I-35 West in Fort Worth,Texas. A new street segment,Rami Trail, will also be constructed between South Henderson Street and South Adams Street. A site plan illustrating the general outline of the site is provided as Figures IA through 1G, the Boring Location Plan, in the Appendix of this report. Traffic volumes for the project were not provided to us. However, based on our conversations with the Client, we understand the streets will be constructed, reconstructed or rehabilitated with one of the following sections: • 6, 7, 9 or 10 inches of PCC over an improved subgrade. • 2 inches of HMAC over 8 inches of pulverized and cement treated portland cement concrete(PCC) from existing pavement. • 2 inches asphalt overlay of existing, milled asphalt pavement. The improved subgrade used with the PCC sections could consist of improving existing subgrade soils using lime or cement, a layer of flexible base material or recycled asphalt concrete (RAP) from existing asphalt pavement. t ALPHA Report No. W 180776 4% At the time the field exploration was performed, the streets were paved with asphalt cement concrete. Most of the streets observed exhibited alligator and block cracking distress. Pavement quality generally ranged from moderate to poor with severe signs of distress in some areas. The area for the proposed Rami Trail alignment consisted of two (2) vacant lots with scattered trees. Some asphalt pavement was observed in the western lot. We understand final grades of existing streets will be similar to existing grades, requiring cuts or fills of less than 1 ft. Grading plans were not provided for this study. We have assumed new construction (Rami Trail) will be within 2 ft of existing grade- Bricks encountered within the existing pavement sections will be removed and repurposed elsewhere. Pavement analyses and recommendations contained herein were performed in general accordance with the City of Fort Worth, Department of Transpiration and Public Works, Pavement Design Manual dated January 29, 2015. 3.0 FIELD EXPLORATION Subsurface conditions on site were explored by drilling 59 test borings in general accordance with ASTM D 420 to a depth of about 10 ft each using standard rotary drilling equipment. Sixty(60) borings were initially planned. However, Boring 39 was not drilled due to conflicts with existing utilities. The existing pavement at Boring 39 was cored to a depth of about 5 inches. Borings 4 and 53 were terminated early at depths about 7 ft and 5 ft,respectively, due to the presence of hard limestone. Excluding Borings 33 the existing pavement was cored at each boring location prior to drilling the borings. The coring information was recorded and is show on the Log of Boring sheet provided in the Appendix of this report. The boring locations are summarized in Table A. The approximate location of each test boring is shown on Figure 1,the Boring Location Plan, enclosed in the Appendix of this report. Details of drilling and sampling operations are briefly summarized in Methods of Field Exploration, Section A-1 of the Appendix. TABLE A SummHry of Harin Locations and Do: Rhs -liIrriix0; ti<,, Street ApproximateApproximaternits Len tb i't) 1 through 4 East Vickery Boulevard South Main Street and I-35W 1600 5 and 6 South Calhoun Street East Vickery Boulevard and East 650 Broadway Avenue 7 throughl0 Bryan Avenue East Vickery Boulevard and East 1500 Broad Way Avenue 11 and 12 Bryan Avenue East Rosedale Street and East Terrell 900 Avenue 13 and 4 East Peter Smith Street South Main Street and Bryant 250 Avenue 15 and 16 East Tucker Street Bryan Avenue and South Calhoun 490 Street 17 and 18 Crawford Street East Peter Smith Street and Hattie 750 Street 19 and 20 South Calhoun,Street East Peter Smith Street and Cul-de- 650 sac 2 ALPHA Report No. W 180776 TABLE, A Snninrar+y of Horin2 t,ocationg and Dep thq 13oring No. SOreer Limits Approximate Length l� 21 and 22 East Dashwood Street South Main Street and Crawford 520 Street 23 and 24 East Annie Street Crawford Street and South Calhoun 250 Street 25,26 and 27 West Daggett Avenue South Jennings Avenue and South Main Street 1250 28 through 31 West Daggett Avenue Hemphill Street and South 1820 Henderson Street 32 and 33 Rami Trail(New South Henderson Street and South 420 Construction) Adams Street 34 through 38 West Broadway Avenue South Jennings Avenue and South 2350 Henderson Street 39 and 40 West Peter Smith Street Hemphill Street and South Jennings 550 Avenue 41 and 42 West Tucker Street College Avenue and Lipscomb Street 450 43 and 44 West Hattie Street May Street and South Jennings 220 Avenue 45 and 46 West Cannon Street Lipscomb Street and Hemphill Street 430 47 and.48 West Cannon Street Hemphill Street and South Jennings 520 Avenue 49 and 50 West Lcuda Street South Jennings Avenue and 530 Hemphill Street 51 and 52 Grainger Street Pennsylvania Avenue and West 660 Leuda Street 53 and 54 Hurley Avenue West Rosedale Street and West 820 Magnolia Avenue 55 and 56 College Avenue West Magnolia Avenue and West 440 Morph Morphy Street 57 and 58 AIston Avenue West Magnolia Avenue and West 400 Morph Morphy Street 59 and 60 Washington Avenue West Rosedale Street and West 820 Magnolia Avenue Subsurface types encountered during the field exploration are presented on the Log of Boring sheets included in the Appendix. The boring logs contain our Field Technician's and Engineer's interpretations of conditions believed to exist between actual samples retrieved. Therefore, the boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual, 4.0 LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for pavement design and earthwork construction. The following laboratory tests were performed to facilitate pavement section recommendations: 3 ALPHA Report No. W 180776 • Moisture Content (ASTM D 2216) • Atterberg-Limits (ASTM D 4318) • Unconfined Compressive Strength(ASTM D 2166) • Sulfate Content(TX-145-E Part 11) • Lime Series (Plasticity Index vs. Lime Content) A brief description of testing procedures used in the laboratory can be found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results are presented on the Log of Boring sheets or summary data sheet enclosed in the Appendix. 5.0 GENERAL SUBSURFACE CONDITIONS Based on geological atlas maps available from the Bureau of Economic Geology, published by The University of Texas at Austin,the project site lies within the mapped interface of the Pawpaw, Weno Limestone and Denton Clay undivided formation and the Fort Worth Limestone and Duck Creek undivided formation. These formations generally consist of limestone with marl (limey shale)layers. Associated residual overburden soils generally consist of clay soils with low to high shrink/swell potential. Subsurface conditions can be highly variable along geological interfaces as indicated on the boring logs. Subsurface conditions encountered in most of the borings consisted of various layers of pavement underlain by clay, sandy clay, gravelly clay and/or shaly clay which extended to the termination depth of the borings. Limestone was encountered in about one-quarter of the borings at depths of about 2 ft to 9 ft below the ground surface which extended to the termination of the borings. Layers of limestone about 1%2 it, to 6 ft thick were encountered within the clay soils at depths of about 2 ft to 5 ft in Borings 16, 18 and 23. Layers of clayey sand and clayey gravel were encountered at various depths in Borings 34, 38 and 40. The upper 1 It to 10 ft of soils encountered in most of the borings were visually identified as fill material. More detailed stratigraphic information is presented on the Log of Boring sheets attached to this report. Pavement encountered at the surface generally consisted of asphalt underlain by bricks, concrete and/or road base. Table B contains a summary of the thickness of the different pavement layers encountered in the borings. TABLE B 811wmar of Pavement Layer Thicknesses Buring As xb;ift Brick I Concrete Bo2je 1 0ring Ak xludt Brick goncrele Base No. Thickness (in) i'1o. Thick sin 1 2 3.5 - 5 31 3 - 20 - 2 2.5 3.5 - - 32 2.5 - - - 3 3.5 - 6.5 5 33 - - - - 4 3.5 - 6 5 34 2 - 5 - 5 2.5 - 5.5 5 35 1.5 - 5 - 6 1.5 - 5.5 3 36 2.5 - 9.5 - 71 3.5 - 16 2 37 2 - 3.5 - 8 11 - 23 - 38 3 - 8.5 - 9 1.5 - 4.5 - 39 2.5 - 2.5 - 4 ALPHA Report No. W 180776 #V\ TABLE B Surnmary of pitvcment La er Thickn"ses Boring Asphalt Black Concrete Bass Raring As ,tr.�U I#nCk Caocrcte Bate o. in No. Thlckt ss is 10 2 - 6.5 4 40 2.5 - 9.5 - 11 4.5 - 5.5 2 41 5 - - - 12 3.5 - 5.5 - 42 8 - - - 13 3.5 - - - 43 3.5 - 6 - 14 2.5 - - 5 44 3.5 5 - - 15 3 - - - 45 6.5 - - - 16 3 - - - 46 7 - - - 17 1 2.5 - 4 47 8.5 - - - 18 1.5 - - 4 48 1 L5 - - 19 1.5 - 4 - 49 2 20 10 - - - 50 2.5 - - - 21 1 - - 6 51 3 - 4 - 22 L5 - 2 4 52 3 - 6 - 23 8 - - - 53 2 - 2 _ 24 7.5 - - - 54 4.5 - - 25 1 - 5 3 55 3 - 3 - 26 1.5 - - - 56 6.5 - 3.5 - 27 2.5 - - 6 57 4 - 4 - 28 1 - 14 - 58 6.5 - 4 - 29 2 - 20 - 59 3.5 - - - 30 2.5 - 4 - 60 2 - - - tA 2 inch layer of gravel base was encountered between two layers of the concrete in Boring 7. The granular soils (clayey sand and clayey gravel) encountered in the borings are considered relatively permeable and are anticipated to have a relatively rapid response to water movement. However, the clay sandy clay, shaly clay, gravelly clay and limestone encountered in the borings are considered relatively impermeable and are expected to have a slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions and subsurface drainage characteristics. Free groundwater was encountered during drilling at a depth of about 9 ft below the ground surface in Boring 40. No free groundwater was encountered in the remaining borings. However, it is common to encounter seasonal groundwater in fill and granular materials, from fractures within the clayey matrix, at the soil/rock (limestone) interface or from fractures in the rock, particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further details concerning subsurface materials and conditions encountered can be obtained from the Log of Boring sheet provided in the Appendix of this report. 5 ALPHA Report No. W 180776 6.0 DESIGN RECOMMENDATIONS The following design recommendations were developed on the basis of the previously described Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). If project criteria should change our office should conduct a review to determine if modifications to the recommendations are required. Further, it is recommended our office be provided with a copy of the final grading plans and specifications for review prior to construction. The following design criteria given in this report were developed assuming existing streets are near final grade, requiring cuts and fills of less than 1 ft to achieve final grade for reconstructed streets_ We have further assumed maximum cutting or filling of 2 ft will be required for new construction(Raimi Trail). Cutting and filling in the streets other than discussed herein can alter the recommended design parameters. Therefore, it is recommended our office be contacted before performing other cutting and filling on site to verify appropriate design parameters are utilized for final design. 6.1. Pavement Sub2rade Preparation We expect the pavement subgrade soils could consist of clay, sandy clay, gravelly clay, clayey sand, clayey gravel or similar onsite materials used for grading in various areas across the site. We further Understand the subgrade could consist of flexible base material or recycled material processed from the existing asphalt or concrete pavement sections. Since the subgrade conditions and required treatments could vary along the proposed road alignments, ALPHA should be retained to observe construction to verify conditions are as expected. Also,we should be provided with the final grading plan for review prior to construction to verify or modify in writing the recommendations contained in this report. Based on conditions encountered in the borings, the pavement could experience soil-related potential seasonal movements on the order of about 2 to 6 inches,depending on the location. Since the active depth of moisture change, and thus the depth of soil movement, is typically about 15 ft in the subject geographical area, deeper borings would be required to more accurately define potential movements. If this level of movement is not acceptable,or if deeper borings are desired, our office should be contacted. The potential seasonal movement discussed above was estimated in general accordance with methods outlined by Texas Department of Transportation (TxDOT) Test Method Tex-124-E and engineering judgment and experience. Estimated movements were calculated assuming the moisture content of the in-situ soil within the normal zone of seasonal moisture content change varies between a "dry" condition and a "wet" condition as defined by Tex-124-E. Also, it was assumed a 1 psi surcharge load from the pavement acts on the subgrade soils. Movements exceeding those predicted above could occur if positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface moisture migration from off-site locations. California Bearing Ratio(CBR)tests were not performed for this specific project. However,based on our experience in the area and similar conditions, the CBR value for the natural clay soil is estimated to be about 3. Following improvement with lime,cement,flexible base material or RAP, the CBR value for the lime stabilized clayey soils is expected to be at least 10. 6 ALPHA Report No. W 180776 In general, clay and sandy clay soils with a plasticity index of 11 or greater should be lime stabilized. Clayey sand or clayey gravel should be stabilized with cement. We recommend subgrade improvement extend at least 1 ft beyond the edge of the pavement to reduce effects of seasonal shrinking and swelling upon the extreme edges of pavement. 6.1.1. Sub ade Improvement Usine Lime Stabilization for Portland Cement Concrete (PCC) Pavement The exposed clayey surface soils should be scarified and mixed with lime to a depth of 6 inches for the 6 inch PCC section and to a depth of 8 inches for the 7, 9 and 10 inch PCC sections. The lime should be mixed in conformance with TxDOT Standard Specifications Item 260. The recommended lime application rate for the 6 inch mixed depth is 30 lbs per sq yd which is the minimum application rate determined by the City of Fort Worth. The recommended application rate for the 8 inch mixed depth is 36 lbs per sq yd which equates to about 6 percent, by weight, based on a dry soil unit weight of 100 pcf. The results of lime series tests performed on composite samples from the upper 4 ft of the borings taken across the site are attached to this report(Figures 2A-2D). The soil-lime mixture should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 0 to 4 percentage points above the mixture's optimum moisture content. In all areas where hydrated lime is used to stabilize subgrade soil, routine Atterberg-limit tests should be performed to verify the resulting plasticity index of the soil-lime mixture is at/or below 15. 6.1.2. Sub rade Im rovement Usin Cement Stabilization for Pord,1111i Cement Concrete WO Pavement Cement modification should be used in pavement areas where the pavement subgrade consists of clayey sand or clayey gravel with a plasticity index less than 11. The exposed surface of the pavement subgrade soils should be scarified to a depth of 6 inches and mixed with at least 5 percent Portland cement (by dry unit weight) in conformance with TxDOT Item 275. Assuming an in-place unit weight of 105 pcf for the pavement subgrade soils, this percentage of cement equates to about 24 lbs of cement per sq yard of subgrade treated. The soil-cement mixture should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of-1 to +3 percentage points of the mixture's optimum moisture content. Cement stabilization could also be utilized where the subgrade consists of clay and sandy clay soils with higher plasticity indices. However, it is expected that processing cement into these materials will be more difficult. 6.1.3. Sub grade Improvement Using Flexible Base Material for Portland Cement Concrete (PCC) Pavement Flexible base material could be used in lieu of lime or cement stabilization. Flexible should meet the requirements of TxDOT Standard Specifications Item 247, Type A, Grade 1-2. The flexible base should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 2 percentage points below to 2 percentage points above the material's optimum moisture content. 7 ALPHA Report No. W 180776 Prior to placing the flexible base material, the exposed subgrade should be scarified to a depth of at least 6 inches and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 0 to 4 percentage points above the material's optimum moisture content. 6.1.4. Subgrade Improvement Using Recycled Asphalt Pavement (RAP) for Portland Cement Concrete fVCQ Pavement Recycled asphalt pavement (RAP) can also be used in lieu of lime or cement. RAP produced from the existing pavement sections can consist of a thoroughly blended mixture of the existing asphalt or concrete cement, the underlying base and/or soil materials, and portland cement additive. Supplemental aggregate base material can be added as needed. The asphalt or concrete materials should be pulverized to a maximum nominal particle size of 1 inch, and should be blended with a sufficient amount of the underlying soils,and supplemental materials such that the amount of pulverized asphalt or concrete in the mixture is not more than 50 percent(by volume)of the total mix volume. Any clayey subgrade materials combined with the mix should be limited to not more than 70 percent by volume. Any imported aggregate base Used as supplemental material should conform to TxDOT Standard Specification Item 247, Grade 1-2, Type A or D. Up to 95 percent of the mix could consist of aggregate base. The asphalt-soil or concrete-soil blended material should be mixed with a minimum of 5 percent Portland cement (by dry unit weight), in conformance with TxDOT Standard Specifications Item 275. The actual percent of cement should be determined once final RAP material proportions are finalized. The RAP or recycled concrete pavement can be produced by mixing the material in place or by removing the material and processing it in staging areas. From our experience,it can be very difficult to maintain and control uniform materials and proper grades when utilizing recycled pavement materials. It may be necessary to process the materials in a staging area to maintain uniformity and then spread the materials on the subgrade. The recycled pavement mixture should be spread to a uniform thickness across the entire pavement area in maximum 6 inch lifts, with each lift compacted to a minimum of 95 percent of the material's maximum standard Proctor dry density (ASTM D 698) at a workable moisture content near optimum. 6.1.5. Subgrade Improvement Using Pulverized Concrete from Existing Pavement for New Asphalt Concrete(AC) Pavement As discussed in Section 2.0, one of the sections planned for various streets will consist of 2 inches of HMAC over 8 inches of pulverized and cement treated PCC from the existing pavement sections. The existing concrete pavement should be pulverized such the maximum nominal aggregate size is 2 inches or less. The concrete should be thoroughly pulverized as to incorporate sufficient fines to prevent the presence of voids around larger diameter pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. The underlying clayey subgrade soils could be mixed with the pulverized concrete to include 8 ALPHA Report No. W 180776 t\ up to 30 percent of the mix, Supplemental aggregate base material can be added as needed. Any imported aggregate base used as supplemental material should conform to TxDOT Standard Specification Item 247, Grade 1-2, Type A or D. Up to 95 percent of the mix could consist of aggregate base. The pulverized material should be mixed with a minimum of 5 percent Portland cement(by dry unit weight), in conformance with TxDOT Standard Specifications Item 275. The actual percent of cement should be determined once final material proportions are finalized. The pulverized mixture should be spread to a uniform thickness across the entire pavement area in maximum 6 inch lifts, with each lift compacted to a minimum of 95 percent of the material's maximum standard Proctor dry density (ASTM D 698) at a workable moisture content near optimum. Special Considerations for Micro-Cracking: Following compaction of the cement treated, pulverized concrete and prior to placing the asphalt pavement section, the cement treated layer should be micro-cracked to introduce a network of hair line cracks. The purpose of micro-cracking is to pre-crack the cement treated material to significantly reduce or prevent reflective cracking from occurring through the asphalt layer. Micro-cracking should be performed between 24 to 48 hours after the cement treatment is completed. During this period(24 to 48 hours)the treated material must be kept moist at all times. Micro-cracking should extend throughout the entire length and width of the pavement section. Micro- cracks should be introduced using vibratory rollers weighing about 10 to 12 tons travelling at a relatively low speed(2 mph or less). The micro-cracking should be performed with a minimum of one pass of a vibratory roller. Please note;we did not encounter reinforcing steel in the concrete cores retrieved from the borings. However,reinforcing steel could be present in some areas. Any reinforcing steel should be removed prior to treating the pulverized material with cement. 6.2. Portland-Cement Concrete Pavement ,Section Using the 1993 AASHTO pavement design procedures (WinPAS computer program distributed by American Concrete Pavement Association), the following design parameters were used in analyses of the PCC pavement section. Based on our experience with similar projects and requirements from the referenced Pavement Design Manual for the City of Fort Worth, the following design parameters were used in analyses of the PCC pavement sections. Compressive strength of concrete 3,600 psi at 28 days Modulus of Elasticity 4,000,000 psi Modulus of Rupture 620 psi Modulus of Subgrade Reaction* 200 pci Load Transfer Co-efficient 3.0 Drainage Coefficient 1.0 Initial PSI 4.5 Terminal PSI for 2.25 Standard Deviation 0.39 Reliability 85 percent 9 ALPHA Report No. W 180776 *subgrade prepared with lime stabilization, cement stabilization, flexible base material or RAP as discussed in Sections 6.1.1 through 6.1.4. Traffic volumes for the subject streets were not provided to us. Based on the above parameters, the planned pavement sections consisting of 6, 7, 9 and 10 inches constructed over an improved subgrade are estimated to support the number of equivalent single axel loads (ESALs) over their useful service life as summarized in Table C. TABLE C ENiinisfed ESALs far Given PC_C Section, PC'C Thichncss in1 EsIimaled ESALs 6 750,000 7 1,700,000 9 7,300,000 10 14,100,000 PCC should have a minimum 3,600 psi compressive strength at 28 days. The concrete section should be placed over a properly prepared subgrade as discussed above. Concrete should be designed with 5 �L 1 percent entrained air. Reinforcing steel for concrete pavement should be in accordance with Table 4.1 of the referenced Pavement Design Manual (No. 3 bars for 6 and 7 inch PCC sections and No. 4 bars for 9 and 10 inch PCC sections). Joints and saw-cutting in concrete should be in accordance with Section Four of the referenced Pavement Design Manual. 6.3. Asphalt Concrete Pavement Section The asphalt pavement section consisting of 2 inches of HMAC over 8 inches of cement treated, pulverized concrete, was analyzed using the 1993 AASHTO pavement design procedures (WinPAS computer program distributed by American Concrete Pavement Association). Based on our experience with similar projects and requirements from the referenced Pavement Design Manual for the City of Fort Worth, the following design parameters were used in analyses of the asphalt concrete pavement section. Reliability 85 percent Standard Deviation 0.45 Soil Resilient Modulus 4,500 (psi), CBR=3 Initial PSI 4.2 Terminal PSI 2.25 Based on the referenced Pavement Design Manual for the City of Fort Worth, a structural coefficient of 0.44 was used for Type D asphalt surface course (TxDOT Standard Specification Item 340). Based on our experience a structural coefficient of 0.20 was used for the cement treated, pulverized concrete base layer. Table D contains a summary of the planned asphalt section and an estimate of the total ESALs the section will support over its useful life. 10 ALPHA Report No. W 180776 TABLE D SUmma •y of Asphalt Pavement Section Lsiyer f1'Mater1aL Laver structural Layer Structural '1'ItickUSN(€n) coeflicinat Number Type D Asphalt Surface Course 2 0.44 0.88 Cement-Treated Concrete Base Layer 8 0.20 1.60 Cumulative Structural Number 2.48 Supported ESALs over Service Life 55,000 6.4. Asphalt Overlay As discussed, we understand some of the streets will be rehabilitated with a treatment of a 2 inch asphalt overlay. Asphalt used for the overlay should conform to TxDOT Standard Specification ltein 340—Type D Surface Course. Prior to placing the overlay, the surface of the existing pavement should be milled to provide a uniform surface for the overlay. Asphalt overlays should only be used where at least 3 inches of the existing asphalt or concrete remains after milling. See Table B for a summary of pavement thicknesses encountered in the borings. Any potholes or localized areas of distress deeper than 2 inches should be patched/repaired with new asphalt. Before the overlay is placed, a tack coat should be applied to the milled surface. Frequent maintenance and significantly reduced life (as compared to new full depth pavement sections)should be expected with an asphalt overlay. Careful monitoring should be conducted on a regular bases to detect any cracks, rutting or general distress that could occur over time. Any monitored distress should be repaired without delay. Reflection cracking is expected to occur in any areas where there is an underlying PCC pavement layer. Since the existing pavement sections and subgrade soils underlying the new overlay are highly variable,it is not reasonably possible to accurately predict the total traffic volumes that the overlay will support. From our experience, asphalt overlays generally have a shorter service life than new constructed full depth pavement sections. We would expect properly constructed asphalt overlays for this project to generally have a service life of about 2 to 7 years depending on the characteristics of the underlying pavement and subgrade soils. �t ALPHA Report No. W 180776 6.5. Soluble Sulfates Nine(9) samples obtained from the borings were tested for soluble sulfate concentrations. Result of the laboratory testing(TxDOT Test Method TEX-145-E Part 11) is provided in Table C. TABLE L Soluble 5"lfates Boring Deplli, WkieflIAType SolubIv 84iIrate, ingIN g Nip. I't ml 1 1-2 Dark Brown Clay 54 3 1-2 Tan Clay-Fill 58 18 1-2 Tan and Light Brown Clay 644 20 0-2 Brown Clay 890 25 I-2 Brown Clay 61 30 1-2 Brown Clay 48 40 1-1 1/z Tan Clayey Sand 63 45 1-2 Brown Clay 65 47 1-2 Light Brown Clay 712 Based on the results of laboratory testing, the soluble sulfate content measured in the samples tested is considered relatively low (<3,000 ppm). It should be noted that concentrations of soluble sulfates in soil are typically very localized and concentrations in other areas of the site could vary significantly. Therefore, it is recommended sulfate sampling/testing be performed during construction. During construction experienced geotechnical personnel should make close observations for possible sulfate reactions. 6.6. Drainage Considerations Adequate drainage should be provided to reduce seasonal variations in the moisture content of subgrade soils. Final grades within 5 ft of the pavement should be adjusted to slope away from the pavement at a minimum slope of 2 percent or a suitable storm sewer should be in place to remove surface water. Maintaining positive surface drainage throughout the life of the pavement is essential. 7.0 GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS Variations in subsurface conditions could be encountered during construction. To permit correlation between test boring data and actual subsurface conditions encountered during construction, it is recommended a registered Professional Engineering firm be retained to observe construction procedures and materials. Some construction problems, particularly degree or magnitude, cannot be anticipated until the course of construction. The recommendations offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the boring. 12 ALPHA. Report No. W 180776 7.1. Site Preparation and Gradin Limestone was encountered within about 2 ft to 3 ft of the ground surface in some of the borings and could be encountered during general excavation and grading in some areas of the site. From our experience, this limestone can be hard and may be difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers,jack hammers, or sawcutting) may be required to remove the limestone. Crushing equipment may be required to process this limestone if it is desired to use this material as compacted fill on the site. The contractor selected should have experience with excavation in hard limestone. All areas supporting the pavement, flatwork and areas to receive new fill (if any) should be properly prepared. • After completion of the necessary stripping, clearing, and excavating and prior to placing any required fill, the exposed subgrade should be carefully evaluated by probing and testing. Any undesirable material(debris, organic material, wet, soft, or loose soil) still in place should be removed. • The exposed subgrade should be further evaluated by proof-rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 25 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. Proof-rolling procedures should be observed routinely by a Professional Engineer, or his designated representative. Unsuitable subgrade exposed during the proof-roll should be removed and replaced with well-compacted material as outlined in Section 7.2. • Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth of 6 inches and re-compacted as outlined in Section 7.2. If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench-key width of five(5)feet. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended below, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing utility lines under pavement. SIope stability analysis of embankments (natural or constructed) was not within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. 13 ALPHA Report No. W 180776 Stockpiles should be place well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. Due to the nature of the clayey and sandy soils found near the surface at the boring,traffic of heavy equipment(including heavy compaction equipment)may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 7..2. Fill Compaction The following recommendations pertain to general fill compaction. The final pavement subgrade should be compacted as recommended in Section 6.1. Clay and shaly clay soils with a plasticity index equal to or greater than 25 should be compacted to a dry density between 95 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of 2 to 5 percentage points above optimum. Clayey sand, clayey gravel and sandy clay soils with a plasticity index less than 25 should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density(ASTM D 698)and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. Clayey materials used as fill should be processed and the largest particle or clod should be less than 6 inches prior to compaction. In cases where either mass fills or utility lines are more than 10 ft deep, the fill/backfill below 10 ft should be compacted to at least 98 percent of standard Proctor maximum dry density(ASTM D 698)and within 2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as outlined above. Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and compacting each lift to at least the specified minimum dry density. Field density and moisture content tests should be performed on each lift. 7.3. Groundwater Groundwater was encountered at a depth of about 9 ft below the ground surface in Boring 40. Based on our experience with similar soils, shallower groundwater seepage could be encountered. in excavations for pavement, utility conduits and other general excavations at this site. The risk of encountering seepage increases with the depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be adequate to control minor seepage on a local basis in relatively shallow excavations. 14 ALPHA Report No. W 180776 Where groundwater is encountered in granular soils, sump pits may not be adequate to control seepage and supplemental dewatering measures may be necessary to control groundwater seepage. Supplemental dewatering measures include (but are not limited to) submersible pumps in slotted casings and well points. In any areas where cuts are made, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk of encountering seepage is increased where limestone is exposed in excavations or is near final grade. In these areas, subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other de-watering devices should be carefully addressed during construction. Our office could be contacted to visually observe the final grades to evaluate the need for such drains. 8.0 LIMITATIONS Professional services provided in this geotechnical exploration were performed,findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA, upon written request, can be retained to provide same. ALPHA TESTING, INC. is not responsible for conclusions, opinions or recommendations made by others based on this data, Information contained in this report is intended for the exclusive use of the Client(and their designated design representatives)and is related solely to design of the specific structures outlined in Section 2.0. No party other than the Client (and their designated design representatives) shall use or rely upon this report in any manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such intended use. Any such third party using this report after obtaining ALPHA's written acceptance shall be bound by the limitations and limitations of liability contained herein, including ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which ALPHA may provide additional services in requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1) year after completion of this report. Non- compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. Recommendations provided in this report are based on our understanding of information provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, our office should be contacted immediately since this may materially alter the recommendations. Further, ALPHA TESTING, INC. is not responsible for damages resulting from workmanship of designers or contractors and it is recommended the Owner retain qualified personnel, such as a Geotechnical Engineering firm., to verify construction is performed in accordance with plans and specifications. 15 APPENDIX ALPHA Report No. W 180776 #/\ A-1 METHODS OF FIELD EXPLORATION Using standard rotary drilling equipment, 60 pavement cores and 59 test borings were performed for this geotechnical exploration at the approximate locations shown on the Boring Location Plan, Figure 1. The test boring locations were selected by the Client and adjusted by ALPHA to avoid conflicts with utilities where necessary/possible. The borings were staked by using a handheld GPS unit or pacing/taping and estimating right angles from landmarks which could be identified in the field and as shown on the site plan provided during this study. The locations of the test borings shown on the Boring Location Plan are considered accurate only to the degree implied by the method used to locate the borings. Relatively undisturbed samples of the cohesive subsurface materials were obtained by hydraulically pressing 3-inch O.D.thin-wall sampling tubes into the underlying soils at a depth of about 1 ft (ASTM D 1587). The samples were removed from the sampling tubes in the field and evaluated visually. Representative portions of the samples were sealed in a plastic bag for use in future visual evaluated and possible testing in the laboratory. Some soil samples were obtained using split-spoon sampling procedures in accordance with ASTM Standard D 1586. Disturbed samples were obtained at selected depths in the borings by driving a standard 2-inch O.D. split-spoon sampler 18 inches into the subsurface material using a 140-pound hammer falling 30 inches. The number of blows required to drive the split-spoon sampler the final 12 inches of penetration (N-value) is recorded in the appropriate column on the Log of Boring sheets. The Texas Cone Penetration (TCP) test was used to assess the apparent in-place strength characteristics of the rock type materials. The TCP test consists of a 3-inch diameter steel cone driven by a 170-pound hammer dropped 24 inches (340 ft-pounds of energy) and is the basis for TxDOT strength correlations. Depending on the resistance (strength) of the materials, either the number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field logs and are shown on the Log of Boring sheets as "TX Cone"(reference: TxDOT Test Method TEX 132-E). The boring logs are included in the Appendix of this report. The logs show visual descriptions of subsurface strata encountered using the Unified Soil Classification System. Sampling information, pertinent field data, and field observations are also included. Samples not consumed by testing will be retained in our laboratory for at least 14 days and then discarded unless the Client requests otherwise. + • � _ - D �• " I _ — —may ti 1 71� d1 �� i -��-• •:� •-tom �_.-T. — .'p""w PO L7 Ott VIII �U k . i ran N21AV NvA,*df , 4 � 1001 dt Wff L 4 *� ft -Iry IM RA2J ,I r JJ W 0.O/ ` z AWW CAI .9 C) > P� F. rs u ' z Ull _ 11 i L 4. N- _ low =� 7� r�-�Y�LILS l mol�! T !�V S.' �• 'Jf�2 I � kL ICI .1.�u - - i A6 ti � PA � RLS GdOjA OKX IIf11 L '_ k •�L.. C.4 � aflNAAV ASH � 0 z [- O � � [i] ■ > W w 5 L y W � � pa C� a-1 > wd �+ ;L #AL-NNW w 41 � 'Y �• r � �� I Q Out It am ON 7 d W .ram US �I � 4H ...� O r ;v, 4r F � * - OR I _ - cif '.�r� `;" , •' • � I - di —ram A4 � o 4 co O � i it Fir,at O Itz • a. � r IT . N 4 F y f '�I Zr W U Mp is L, w � dpa C7w � wd z • �ArA LL MALFpi i ' k pi -ti cn _ !► *` + cl Llp rn �� LL . F�1 4 ik. a .� AX > PQ A •t. rr RL 47 MF- �y 5 z WL IL FL * �a VIA +- F' dt � r 11 r �- ■■J■ -9- r 9k S" .ENNINGS AVENUE µ A# ' Ll re 1 ' 4ir'i' xAnvGER STREET „w - + C7 Ap 3 EMPIH SfiREET� TIFF y}7� + i 'S~ i T7 _ F CA Or _ IL wwu I- 1- �, O �I OAS Zilk •' '. ' I ar WgAV IrloLSV z + G fir- '' �` ,• - � - � i 'yJ WASHINGTON AVENUE f L P oft . �f ■ IL ` L LAw _ _ op0 fop - I Ty� w • * 1 [ � Q O HURLEY AV ' ur ww w tlu Cn 41 LA -� �� :s? I C' WOE" x � a > � � ALPHA Report No. W 180776 B-1. METHODS OF LABORATORY TESTING Representative samples were evaluated and classified by a qualified member of the Geotechnical Division and the boring logs were edited as necessary. To aid in classifying the subsurface materials and to determine the general engineering characteristics, natural moisture content tests (ASTM D 2216), Atterberg-limit tests (ASTM D 4318), percent material passing sieve #200 (ASTM D 422) and dry unit weight determinations were performed on selected samples. In addition, unconfined compressive strength tests (ASTM D 2166) and pocket-penetrometer tests were conducted on selected soil samples to evaluate soil shear strength. Results of the laboratory tests described above are provided on the Log of Boring sheets. Four (4) lime series tests was also performed on a composite sample of soils retrieved from the upper 4 ft of the borings. Results of the lime series tests are shown as Figures 2A through 2D. ALPNA #& TESTING WHERE. IT ALL &EYI-49 Geoleclanical• Construction Materials e, Environmental s TBPE Firtn No.8I3 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W180776 Date: 05/30/18 Composite Sample from Borings 29,30,31 %Lime 0% 2% 4% 6% 8% P[ 31 13 8 6 5 70 i 65 60 i 55 50 I - 45 - i40 f135 �_� I "t 30 25 -- �I 20 10 5 - i 0 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2A ALPHA OLTESTING WHERE IT ALL BEGINS Ceotechniud o Construction Materials a En ivnaeental o TBPE Firm No.813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W180776 Date: 05/30/18 Composite Sample from So ri igs 1,2,3, 4 %Lime 0% 2% 4% 6% 8% Pi 30 17 10 8 7 70 �— — —! -4-- I - 65 i 60 —.. 5S ' I 50 45 ° 40 i 0.35 , 4-+ „ 25 15 I 10 5 0 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2B ALPHA TESTING WHERE 11 ALL BEGINS Geotechnical a Conrtr"(Won Uaterialc m F,nvironnreatal m TBPE Firm No.813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W180776 Date: 05/30/18 Composite Sample from Borings 45,46,47 Lime 0% 2% 4% 6% 8% PI 29 16 7 5 4 70 60 55 ti 50 ! - 45 40 30 25 —}— I I 20 15 �. r I 0 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 16% Percent Dry Weight of Lime FIGURE 2C ALPHA #\ TESTING WHERE IT ALL BEGINS Gevlechniral o Construction 1lfateiials % Environmental a TBPF Firm No.813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W180776 Date: 05/30/18 Composite Sample from Borings 18,23,24,20 %n Lime 0% 2% 4% 6% 8%— PI 38 22 16 15 12 70 65 i I I SS I [ 45 ---- ;�I 40 � 35 25 • E 20 —L 15 10 i 5 0 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2D FOSS Brash Creek Rd. ALPNA #LTESTINI Fort Worth, Texas LOG OF BORING NO.: 1 76119 Sheet 1 of 9 Phone:817-496--560 PROJECT. NO.: W 180776 W H F R E I Y A E L S E A 10 g Fax: 817 496-5608 i v wi v.a l phatesling.corn Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: — Start Date: 4M6t2018 End Date: 4/16/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs!in): GROUND WATFR OBSERVATIONS -- � d rn m E= m z a _ _ x m Z7 On Rods(ft): NONE T m y c m 'm E E T Auer D rill ing(ft): DRY a) 7 d ai u n a Cf U a=n O c a After Hours(ft): E a w a Cr M �, ❑ in Sri Sin z a a 3 MATERIAL DESCRIPTION 2"ASPHALT 0.2 3.5"BRICK 0.5 5"GRAVEL BASE o.s Dark Brown CLAY with gravel-possible fill 4.0 28 58 23 35 2.0 Brown CLAY with gravel 3.0 28 5 2.75 23 6.0 Tannish Brown CLAY with gravel 3.25 24 3.25 21 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. A LPN A ffitiTESINC"'�` Fort Worth.leras LOG OF BORING NO.: 2 76119 Sheet 1 of i Phone:817-496-5600 Fax: 817-496 5608 PROJECT NO.: W 180776 WHERE IT ALL BEGINS immalphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 411612018 End Date: 4/16/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ihs 1 in): GROUND WATER OBSERVATIONS Z SZ On Rods(ft): NONE z 6 o N m .�' a e T After Drilling(ft): DRY o CY c 0 o f c a o Z 'a U m After Hours(ft): a 05 o=+ o a CL MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 3.5"BRICK 0.5 Brown CLAY-FILL -with gravel to 2 ft 3.5 1 21 3.0 22 65 19 46 5 3.25 26 6.0 Tannish Brown CLAY 4.5 23 3.75 24 10 10.0 TEST BORING TERMINATED AT 10 FT Sort Brash Creek Rd, A LPN A #jTE STI NO Fort Worth, 1'aras LQ(3 OF BORING NO.: 3 76119 Sheet I of 1 F 817-496-560 PROJECT NO.: W 180776 Fax:ax; t17-49b-r608 W H IE R E 111' ALL A r-A l k$ wwmalphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/16/2018 End Date: 4/16/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs!in): 140/30 GROUND WATER OBSERVATIONS �� E � � o x U �Z w n Rods(ft): NONE F zo o m w L) y m T J� O O]� C U � C n C 1After Drilling(ft): DRY a i CI 'o o f oo Q o o o o After Hours(ft): a U= a 6 o o w J Xa a c4Ciun Z a a MATERIAL DESCRIPTION 3.5"ASPHALT 0.3 a. 6.5"CONCRETE 5"GRAVEL BASE 1.3 Tan CLAY-FILL 4.5+ 16 38 18 20 2.0 Tan and Gray CLAY with calcareous deposits and concrete fragments 4.5+ 16 5 3.5 14 6.0 ' Tan and Gray CLAY -T I 4.5+ 15 4.5+ 16 9.0 Tan LIMESTONE with clay seams and layers 100/ 1 5" 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALPNA $� TESTING Fort Worth, Tmas LOG OF BORING NO.: Q• 76119 Sheet 1 of 1 PhonFare 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL R E IR I N 5 rvWmalphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 411 612 01 8 End Date: 4/16/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 140130 GROUND WATER OBSERVATIONS oc N m a m �, SZ On Rods{ft): NONE z o m d ci .�' J a r After Drilling(ft): DRY o Cy *_a a E m=n b g o 8. Q o o 22 w- n cv d o After Hours{ft}: X D a $u� z ta J a a �a MATERIAL DESCRIPTION 3.5"ASPHALT 0.3 6"CONCRETE b'o 0.8 5"GRAVEL BASE 1.2 Brown CLAY with gravel-possible fill 4.5 25 71 26 45 2.0 Tan CLAY 4.5+ 23 4.0 Gray LIMESTONE 1001 0.75" 5 1001 0.25" 7.0 TEST BORING TERMINATED AT 7 FT DUE TO AUGER REFUSAL ON HARD LIMESTONE 10 FOSS Brush Creek-,W. A LIP H A #NJESTIN 1 Fort Worth, Texas LOG OF BORING NO.: J 76119 Sheet 1 of 1 Phone:817-496-56 PROJECT NO., W 180776 WHERE IT ALL 11frsINS Fax: 817-496-560f18 ww+G.alphate-st ittg.com Client: A.N.A.Cousultants,LLC Location:_ Fort Worth,Texas Project:_ Pavement and Roadway Improvements Surface Elevation: Start Date: 4/16/2018 End Data: 411612018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): GROUND WATER OBSERVATIONS 6 rn d a E m IL x Q On Rods(ft): NONE F p o m a After grilling(ft}: DRY c c aa o U 2After Hour 0 0 *' t5 MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 off.q, 5.5"CONCRETE 5"GRAVEL BASE 0.7 1.1 Dark Brown CLAY 3.25 31 66 24 42 2.0 Brown CLAY 2.0 35 5 2.5 25 6.0 Light Brown CLAY with calcareous deposits 3.5 23 4.0 21 10 10.0 TEST BORING TERMINATED AT 10 FT 50 d.Brash Creek R ALPHA #N% TESTINE Fort Worth, Texas L®tom OF BORING NO.: 76119 Sheet 1 of 7 Phone:817-446-5600 Fax: 817-496-5608 PROJECT NO.: W180776 tif H E D E i t ALL R E A 11IN1 S wwmalphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/16/2018 End Date: 411 612 0 1 8 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): GROUND WATER OBSERVATIONS N si E� t as y w im J Q On Rods(ft): NONE a "'N v m Y c U r r Z After Drilling(ft); DRY a '0 on o f � o g d �� av � d E 0After Hours(ft): N J a m Ma a C Z a MATERIAL DESCRIPTION 1.5"ASPHALT 0. 5.5"CONCRETE 0.6 3"GRAVEL BASE 0.8 Dark Brown CLAY with gravel-FILL 3.25 33 2.0 Brown CLAY with gravel-possible fill 3.25 1.8 88 31 67 23 44 5 3.0 26 225 25 8.0 Tan CLAY with calcareous deposits 4.25 17 10 10.0 TEST BORING TERMINATED AT 10 FT Sort Brush Creek Rd. ALPHA #LTESTING Ford Worth, Texas LOG OF BORING NO.: 7 76119 Sheet 1 of 1 Phone: 5600 Pax: 817-496-5608 PROJECT NO.: W180776 WHERE IT Al L 11 F R I N Ili rvwrv.alphatesling.com Client; A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Data: 4/16/2018 End Data: 4/1 6120 1 8 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): GROUND WATER OBSERVATIONS23 p si m y E a U �On Rods(ft): NONE F o im 0 31 m m o °' o J ' Q sz ZAfter Drilling(ft): DRY a oCf c— c �o sr a o K a o c C? - v P After Hours(ft): rL g o�? a s °v v a y N X c N Z d d MATERIAL DESCRIPTION 3.5"ASPHALT 0.3 4"CONCRETE 0.6 2"GRAVEL BASE 0.8 12"CONCRETE q.�a 1.8 Brown CLAY-possible fill -with sand and gravel at 2 ft to 6 ft 2.75 1.6 101 23 71 23 48 5 2.75 10 2.0 28 2.25 26 10 10.0 TEST BORING TERMINATED AT 10 FT Sort Brush Creek.Rd. ALPHA #NtTESTING Fort Worth, Texas LOG OF BORING NO.: 76119 Sheet 1 of 1 Phone:817-496-5600 Fax. 817-496 5608 PROJECT NO.: W 1 8O776 t4f HERE IT ALL BEGINS www.alphatssting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements _ Surface Elevation: Start Date: 5/7/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 in): GROUND WATER OBSERVATIONS a N E^ m t o m o Q CL On Rods R\\ NONE H � `o� m�' U� m J ( J- N r t 1 After Drilling(ft): DRY ° CJ CL c E rn m o Q a e f After Hours(ft): m 0 g a 2 m o o � - .2 ra CL MATERIAL DESCRIPTION 11"ASPHALT 0.9 23"CONCRETE 9..�qv v'a' a9'de 2.8 Brown CLAY-FILL 2.25 23 67 21 46 5 3.25 26 7.0 Tan and Gray CLAY 3.5 23 9.0 Brown CLAY 4.5+ 22 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd ALPHA #kTESTINI Fort Worth, Texas LOG OF BORING NO.: 9 76119 Sheet 1 ai 1 Fax:ar:F 817-496-560 PROJECT NO., W�80776 817-496-5608 W H lE A F It AL L A F G I it SS wwmalphatesting.com Client: A.N.A. Cousultants LLC Location: Fort Worth,Texas _ Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/16/2018 End Date: 411612018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 in): GROUND WATER OBSERVATIONS -- =— Q 0 ° Z7 On Rods(ft): NONE a En� � v�? c.m'_ a] y w � E n a Z After Drilling(ft): DRY a °o> o an o Q U in After Hours(ft): X m a v(D b o U) Z MATERIAL DESCRIPTION ,;. 1.5"ASPHALT 0.1 4.5"CONCRETE 0.5 Brown CLAY with limestone fragments-FILL 4.0 19 48 18 30 2.0 22 4.0 Tan and Gray GRAVELLY CLAY with gravel 5 4.25 17 i 4.5+ 11 8.0 Light Brown CLAY 4.5+ 23 10 10.0 TEST BORING TERMINATED AT 10 F7 ALPHA T E T I N E 5 Fart Worth, Texas LOG OF BORING NO.: 10 7GII9058Brush Creek Rd. Sheet i of 1 Phone:817-496--5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE t Y ALL BEGINS Www.alphatesting.com Client: A.N.A.Cousultants,LLG Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/23/2018 End Date: 4/2 3120 1 8 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ihs 1 in): GROUND WATER OBSERVATIONS -- C, 6 o d� v E - a� r m -V On Rods(ft): NONE a O .4 o�, rn J a F Z o 5°= Uv yin c .c t After Drilling(ft): DRY �' -a o E � -o �a v :o ,p 2v m a m m o After Hours(ft): E Q J a N V a tp C N 0 co 0 0 - r J m t� �a a ?� a. MATERIAL DESCRIPTION 2"ASPHALT 0.2 6.5"CONCRETE 0.7 4"GRAVEL BASE 1.0 Tan,Brown CLAY with gravel and limestone fragments 0.75 21 43 17 26 0.5 17 4.0 Light Brown SHAI_Y CLAY 5 3.0 23 4.0 24 4.5 23 10 10,0 TEST BORING TERMINATED AT 10 FT 54 gush creek Rd. ALPHA #)JESTING Fort Worth, Texas LOG OF BORING NO.: 11 76119 Sheet 1 of 1 Phone:817-496-5600 W H E R E I C ALL BEGINS Fax: 817-496-5608 PROJECT NO-: W 180776 i v w w.alph a to s Ling.co m Client: A.N.A.Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Data: 4/17/2018 End Date: 4/17/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ids I in): 140130 GROUND WATER OBSERVATIONS Q m 6- S E L x V On Rods(ft): NONE �� o t 0 j R. m J a n Z After Drilling(ft): DRY Q C o cxi do o o Jp 2 o After Hours(ft): ° N v co N d G o� �� a a a MATERIAL DESCRIPTION 4-5"ASPHALT 0.4 5.5"CONCRETE b.,a. 0.9 2"GRAVEL BASE 1.0 Brown CLAY-FILL 4-5+ 20 65 22 43 4.0 Brawn CLAY 5 4.5+ 17 6.0 Light Brown CLAY with calcareous nodules 4-5+ 16 30 18 10 1D.D TEST BORING TERMINATED AT 10 FT 50 Brash.Creek Rd ALPOR #XTESTINE Fort Worth, :bras LOG OF BORING NO.: 12 76119 Sheet 1 of 1 Phone:817-496-5600 Far, 817-496-5608 PROJECT NO.: W180776 WHERE I T ALL S E C2 1 H S wwwalphatesttng.com Client: A.N.A.Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/8/2018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 in): GROUND WATER OBSERVATIONS = N E t a� On Rods(ft): NONE a m` V 2 2 � �m co n After Drilling(ft): DRY a a o E °��'-�6 N o n v s m u m After Hours(ft): cg a o C9 rn F 0 ?in ZIL a MATERIAL DESCRIPTION 3.5"ASPHALT 0.3 &.A 5.5"CONCRETE 0.8 Dark Brown CLAY 3.0 21 67 22 45 2.75 25 4.0 Tannish Brown CLAY 5 2.75 28 2.25 22 8.0 Tan CLAY 2.0 22 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. T E T I N E Fort Worth, `1'eaas LOG OF BORING NO.: 13 76119 Sheet 1 Of 1 F 817-496-5600 PROJECT NO.: W 180776 Fax:ax: 817-49G-5608 WHERE It ALL R IF t:t it S 1MMalphatesting.com Client: A.N.A.Couxultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/16/2018 End Date: 4/16/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): GROUNDWATER OBSERVATIONS a- a N �s E-- 3, a V On Rods(ft): NONE Fo 8. �, U i? a n 1 After Drilling(ft}: DRY n >C� c Q o€ c m M o Z o v d m n c o After Hours(ft): a v ° a y m C7 u3 rd a c� Z `��° J a MATERIAL DESCRIPTION 3.5"ASPHALT 0.3 Brown CLAY-FILL 2.75 21 43 16 27 2.0 Light Brown CLAY 3.75 24 5 4.25 24 4.5 23 4.5+ 23 1 D 10.0 TEST BORING TERMINATED AT 10 FT o� EST 5058 Brush Creek Rd �1' L P N I �` � � Fort Worth, Texas LOG OF BORING NO.: 14 IOX76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 W H E R E 1 1' ALL $E G I N S www.alphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 411612018 End Date: 4/16/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): GROUND WATER OBSERVATIONS N E } rn a� On Rods(ft): NONE ; E U p 9 J J t 0 After Drilling(ft): DRY °� i CI o wo m o v Q ¢ v� o� a2 �� dN q� U After Hours(ft): m U m o y o �, m w c� X� a jy Z ? ii a r0. MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 5'GRAVEL BASE 0.6 Tan CLAY 4.5+ 19 2.0 Light Brown CLAY 4.5+ 3.2 107 21 57 23 34 5 4.25 23 4.5+ 22 4.5+ 23 10 10.0 TEST BORING TERMINATED AT 10 FT ]� 5058 Brush Creek Rd. 1 LPN A #%tT I STINE Fort Worth, Texas LOG OF BORING NO.: 15J 76119 Sheet 1 of t Phone:817-496-5600 w H F R ! T ALL 1 Fax: 817-496-5608 PROJECT NO.: W 180776 )vwi v.alpha1mting.corn Client: A.N.A. Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements _ Surface Elevation: Start Date: 5/7/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): p GROUNDWATER OBSERVATIONS N co F a x 8 O On Rods(it}: NONE L1 o U)N N U W Q C9 jo7ca �AfterDrilling(ft): DRY E cc ze� u wAfter Hours(ft): ° � �e: cN Y a CL MATERIAL DESCRIPTION 3'ASPHALT 0.3 Brown and Gray CLAY -with calcareous deposits from 1 ft to 3 ft 2.5 19 62 20 42 2.75 24 5 5.0 Light Brown and Gray SHALY CLAY 3.5 21 i 3.5 25 9.0 Light Brown SHALY CLAY 4.0 25 10 10.0 TEST BORING TERMINATED AT 10 FT 505 Brush Creek Rd. ALPHA T Dortt worth.7'eaas LOG OF BORING NO.: 16 76119 Sheet 1 of 1 Phone:817-496-560 Fax: 817-496-5608 PROJECT NO.: W180776 VJ 1I E R E IT ALL 1111158111119 wmv.eiphatesting.com Client:_ A.N.A. Cousultants,LLC Location: Fort Worth,Texas Project. Pavement and Roadway Improvements Surface Elevation: Start Date: 5/712018 End Date: 517l2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 140130 GROUND WATER OBSERVATIONS a) a N E o °' o �On Rods(it): NONE T m U 2 '2 m E m 1 After Drilling(ft): DRY a o C3 o o m 04 Z 0 v o o 422 y r� 0" � .� ch After Hours(ft): ar U m a o -- 47AT °c to ) z ? d a MATERIAL DESCRIPTION "ASPHALT 0.3 Light Brown CLAY with calcareous deposits 4.5+ 13 56 17 39 4.5+ 15 4.5 Tan WEATHERED LIMESTONE with clay seams 2A 23 5 and layers 961 1.75' 6.0 Tan CLAY 4.5+ 14 8.0 Gray CLAY with gravel 4.5+ 13 1 D 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd ALIPHA TESTING Fort Worth,Texas LOG OF BORING NO.: 17 #X76119 Sheet 1 of 1 Phone:817-496-5600 WHERE I T ALL R E to 1 N 5 Fax: 817-496-5608 PROJECT NO.: W 180776 i Fww.alphatesting.com Client:_ A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/17/2018 End Date: 4/17/2018 West: Drilling Method: . CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ihs 1 in): 140/30 GROUND WATER OBSERVATIONS - o- m m g SZ On Rods(ft): NONE o N m m CU� c y E J t t �After Drilling(ft): DRY 7 CY o 0 E S a o o After Hours(ft): c°g a LL Q a"' o - ig MATERIAL DESCRIPTION 1"ASPHALT 0. 2.5"BRICK 0. 4"GRAVEL BASE Brown CLAY with limestone fragments-FILL 6 2.0 Tannish Brown CLAY 4.5+ 13 54 18 36 4.5+ 13 5 5.0 Tan CLAY with calcareous deposits 4.5+ 12 6.0 Tan LIMESTONE with clay seams and layers i 100/ 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. 1f LPN A Fort Worth, Texas LOG OF BORING NO.: 18 A #NTESTING 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL B E 111 1 9 H ivwwalphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/17/2018 End Date: 4/17/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): 140130 GROUND WATER OBSERVATIONS o -d N E r o X On Rods(ft): NONE 9 `o a� _U) � a n `o w cam �w a After Drilling(ft): DRY n o �» a N 0 a L, N u SLAfter Hours(ft): x m 80 z mjL a J � a a MATERIAL DESCRIPTION 1.5"ASPHALT 0. 4"GPAVEL BASE 0.5 Tan and Light Brown CLAY with calcareous deposits possible fill 10 4.5+ 14 65 22 43 4.0 Tan CLAY 4.5+ 20 5 5.0 Tan LIMESTONE with clay seams and layers 1001 1.75" 8.0 Brown and Gray CLAY with gravel 4.5+ 14 1D 10.0 TEST BORING TERMINATED AT 10 FT 5058h Creek Rd. ALPHA #\ TESTING Fort Worth, texas LOG OF BORING NO.: 19 76119 Sheet 1 of 1 Phone:817-496-560 PROJECT NO.: W180776 1Af �{ R E I T ALL 8E C I H S Far: 817-496-5608 i vwi v.alphatesting.cam Client: A.N.A.Cousultants LLC Location:_ Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 412312018 End Date: 412312018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): 140130 GROUND WATER OBSERVATIONS -- 'P d Q g' rn QOn Rods(ft): NONE U) a 5 N n a 1 After Drilling{fit): DRY ° a o f m rn o f J a o� c� o a o After Hours(ft): ci o o° a N a` �, v "e MATERIAL DESCRIPTION P,. •e.: 1.5"ASPHALT 0.1 4' 4"CONCRETE 0.5 Tan,Brown CLAY with calcareous deposits 4.5+ 5.6 120 9 43 19 24 4.5+ 10 5 4.5+ 10 38 4.5+ 15 8.0 Tan CLAY with calcareous deposits 4.5+ 18 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. �' Fort Worth, Texas LOG OF BORING NO.: 20 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W 180776 WHERE IT ALL BEGINS www.alphatestrng.com Client: A.N.A. Cousultants LLC Location: Fort Worth,Texas _ Project: Pavement and Roadway Improvements - Surface Elevation: Start Date: 4/23/2018 End Date: 4/23/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ihs I in): 140130 GROUNDWATER OBSERVATIONS 4 p IDOn Rods(ft): NONE F o N :? U° z� t J a r After[drilling(ft): DRY a �� g E �M �C, � � 2 n S� 08 a 2 aN o - N 2 After Hours(ft): E m �' a `6 C7 fk c to Fd j Z a MATERIAL DESCRIPTION 10"ASPHALT 0.8 Brown CLAY with gravel 4.5+ 5.2 110 17 72 22 50 2.0 Tannish Brown CLAY with calcareous deposits 4.5+ 11 5 4.5+ 15 4.5+ 12 -gravel layer at 8 ft 40 $.0 Light Brown CLAY with gravel 4.25 16 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brash Creek Rd. �" ` �' Fort Worth,Texas LOG OF BORING NO.: 21 LPN A 76119 Sheet 1 of 1 Phone:817-496-5600 WHERE E I 11 BEGINS Fax: 817-496-5608 PROJECT NO.: W180776 i vww.at phatewing.com Client: A.N.A. Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/17/2018 End Date; 4/17/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs!in): GROUND WATER OBSERVATIONS EZ On Rods ft Q N - E` ' m I ) NONE �Q o m Gs? �, n Q 1 After Drilling(ft): DRY To C7 o o f c o o r' m m E �a o� d Q a� 13— After Hours(ft); o-, o 2 X m d ?UJ Z j LL F a. MATERIAL DESCRIPTION 1"ASPHALT Q.1 6"GRAVEL BASE 0.7 Brown CLAY with gravel-FILL 3.75 21 3.75 2.2 102 23 65 23 42 4.0 Tan and Gray CLAY 5 3.5 16 4.0 16 -with calcareous deposits and gravel below 8 ft 3.5 17 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Bmsh Creek Rd. ALPHR /A ` ' �` Fort Worth, Y'xas LOG OF BORING NO.: 22 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W 180776 WHERE IT ALL BEGINS www_alphatesttng.corn Client: A.N.A. Cousultants LLC Location: Fort Worth,Texas Project:_ Pavement and Roadway Improvements Surface Elevation: Start Date: 4/17/2018 End Date: 4/17/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): EM GROUND WATER OBSERVATIONS E 4 w w > L axi V On Rods(ft): NONE F o ci s� O w a 1After Drilling(ft): DRY °' �� DD�Q of Agaop O m After Hours(ft): W U c o_ o% d o v "' m -m _ m co X m [A Z � m a a �a d ;:3 MATERIAL DESCRIPTION -., 1.5"ASPHALT 0.1 2"CONCRETE 0• 4"GRAVEL BASE Brawn CLAY with gravel-FILL 4.5+ 14 43 17 26 4.5+ 12 4.0 Tannish Brown CLAY-possible fill 5 I 4.0 21 6.0 Tan CLAY with limestone fragments 3.25 8 4.0 11 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 BruNh Creek Rd, ALPHA #NJESTINI Fort Worth, Texas LOG OF BORING NO.: 23 76119 Sheet 1 of 1 Phone:817-496-5600 w�1 R E 1 ALL B F a I Fax. 817-496-5608 PROJECT NO,: W18O776 i vww at phatesting.com Client: A.N.A.Cousultants LLC Location:_ Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation. Start Date: 4/2 312 0 1 8 End Date: 4/23/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 in): 140130 GROUND WATER OBSERVATIONS Y N a o Z7 On Rods(ft): NONE a 1 Auer Drilling(ft): DRY a i C7 3 o E rn m o m 8� o� a 2 o-c., o �' a After Hours(ft): E N C B _a _m CC MATERIAL DESCRIPTION 8"ASPHALT 0.7 Brown CLAY with sand 3.25 20 60 18 42 2.0 Tan LIMESTONE wtih clay seams and layers 100/ �2.25" 100/ 1" 5 6A Gray LIMESTONE with clay seams and layers 8.0 Tan CLAY 3.5 27 10 10.0 TEST BORING TERMINATED AT 10 FT 5058h Creek Rd. F Wort A LPN ft #LTESTINI ,Fort Worth, Texas LOG OF BORING NO.: 24 76119 Sheet 1 of 1 Phone:817-496-560 Fax:: 817-496-5608 PROJECT NO.: W 80776 W H E H E IT ALL 8 E G 1 N S wwmalphatesting.com Client: A.N.A.Cousultants, LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/23/2018 End Date: 4/23/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): GROUND WATER OBSERVATIONS M C rn x SZ On Rods(ft): NONE 4 a m U 6 , C J t 1 After Drilling(ft): DRY Q o d c o f 0- m o Z.a 0 v p o `` After Hours(ft): U v o n u a m [9 `n rx-a a Sin ii MATERIAL DESCRIPTION 7.5"ASPHALT 0.6 Brown CLAY-possible fill 13 2.0 Brown CLAY with calcareous deposits and gravel 4.25 15 52 19 33 5 2.75 16 6.0 Tan and Gray CLAY with gravel 3.25 10 2.25 15 10 10.0 TEST BORING TERMINATED AT 10 FT Sot Brush Creek Rd A LPN A #XTESTINEFort worth, Texas LOG OF BORING NO.: 25 76119 Sheet 1 of 1 Phone:817-496-5600 PROJECT' NO.: W 180776 WHERE IT 1!L L RESINS Pa`= 817-496-5608 wwi v.alphatesting,com Client: A.N.A. Cousultants LLC Location:_ Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/17/2018 End Date: 411712018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): GROUND WATER OBSERVATIONS - Q L- m z m w $' On Rods(ft): NONE o v �_ m'_ m C E .9 t N� Y N -0 N� J J a 1 After Drilling(ft): DRY >C3 o o rn m o o 2 CL o 1 cc °After Hours(ft): o N o o v m X m c o U) Z r m d m ro 8- a MATERIAL DESCRIPTION 1"ASPHALT 0.1 9a° 5"CONCRETE 3"GRAVEL BASE 0.5 0.8 Brown CLAY with gravel-FILL 3.25 15 47 18 29 2.0 Brown CLAY 2.0 30 5 3.75 I 25 6.0 Gray and Brown CLAY 3.0 22 8.0 Tan SHALY CLAY with calcareous deposits 3.75 21 1 DJ 10.D TEST BORING TERMINATED AT 10 FT S Brush Creek Rd. A L PH A #XTESTI NO Fortort Worth,Texas LOG OF BORING No.: 26 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PR®J ECT N©.: W 9 80776 WHERE IT ALL IFUINS i vww_alphatawing.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(IHs f in): GROUND WATER OBSERVATIONS E a m . v Q On Rods(ft): NONE a "' 8 0 _' "� v U t 1 After Drilling(ft): DRY °� i CJ (b E °�'w oCL v o d Q d co" 0 o After Hours(ft): o d .� iu iD ,tea a ? z a MATERIAL DESCRIPTION 1.5"ASPHALT 0. Brown CLAY-F1LL 3.5 1.6 103 20 73 24 49 2.0 Brown CLAY 3.0 18 4.0 Tan CLAY with calcareous nodules fi 2.0 18 6.0 Tannish Brown SHALY CLAY with calcareous deposits 4.5 18 8.0 Reddish Brown SHALY CLAY 2.0 15 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALIP11A #\ TESTING Fort t1<oYrh. 7kras LOG OF BORING f!!®.: 27 76119 Sheet 1 of 1 Phone:817-496-5600 PROJECT f�®.: W180776 Fax: 817-496-5608 WI! H E A E !fi It la!_ t;€ [#1 N iv m.alphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: — Start Date: 4/17/2018 End Date: 4/1 712 0 1 8 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): GROUND WATER OBSERVATIONS E t Q On Rods(tt): NONE a i c.D m a 5 n 1 After Drilling(ft): DRY a >a =3 o f , m g o L FY 3 0 0 C} o After Hours(ff): o = =b a N v ;, w m rL d 3m z° -' o as MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 6"GRAVEL BASE 0.8 Brown CLAY-possible fill 4.25 25 2.0 Brown CLAY 3.5 2.0 97 1 25 60 24 36 -with gravel from 4 It to 6 ft 5 4.0 19 6.0 Tan CLAY with calcareous deposits and gravel 2.75 22 2.5 21 10 10.0 TEST BORING TERMINATED AT 10 FT Sort Brush Creek Rd TE Fort Worth, Teras LOG OF BORING NO.: 2$ ALPHA76119 Sheet Fax: SI7-496-5608 1 of 1 Phone:817-496-560 PROJECT NO.: W 1$Q776 WHERE IT ALL BEGINS wwWalphatesting.com Client: A.N.A.Cousultants,LLC Location:_ Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation; Start Date: 5/8/2018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): 140130 GROUND WATER OBSFRVATIONS C N E, X y w Q On Rods(ft): NONE �d o an ID t t After Drilling(ft): DRY °1 C3 o o rn o Z o n n 06 E S E o� a Q c v o-c� Q''' o L After Hours(ft): m - _ x� a 00 a z ? a m MATERIAL DFSCRIPTION 1"ASPHALT 0.1 b.a 14"CONCRETE a9.QA..ea. 1.3 Brown CLAY 4.0 17 62 19 43 4.0 Tan CLAY with calcareous deposits 5 3.5 18 6.0 Tan LIMESTONE with clay seams and layers 1001 11 0.75" 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd A L PH A #NJESTIN 1 Fort Worth, Texas LOG OF BORING NO.: 29 76119 Sheet 1 of 1 Phone:817-496-5600 .Fax: 817-496-5608 PROJECT NO.: W 180776 WH E R E IT ALL H E fi 1 1#R I VW)V.alph ateving.com Client: A.N.A.Cousuitants LLC Location:_ Fort Worth,Texas Project: Pavement and Roadway Inn rovements Surface Elevation: Start Date: 5/8/2018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs l in): 140130 GROUND WATER OBSERVATIONS d ID Q On Rods ft NONE T ti m+' Q. ZAfter Drilling(ft): DRY cr �o �E �,o r a o � u Z' U After Hours(ft): a _ d N v a U y - z (p J a MATERIAL DESCRIPTION 2"ASPHALT 0.2 R` 5"CONCRETE 0.6 15"CONCRETE Brown CLAY 2.5 17 58 18 40 4,0 Brown and Gray CLAY 5 4.5 17 6.0 Tan LIMESTONE with clay seams and layers 1001 9 1.5" 100/ 0,5" 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALPNA � Fort Worth,Teras LOG OF BORING NO.: 30 76119 Sheet I of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W 180776 W H IE R F IT ALL R E 11 1115 wwwalphatesting.com Client: A_N.A.Cousultants,LLC Location: Fart Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/8/2018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ihs I in). 140130 GROUND WATER OBSERVATIONS M a, 8-1w Q On Rods(fit): NONE a cn N y; �rn ym F �'❑ N 'a L N. ? F J J r t After Drilling(f#): DRY n >d = o o f c 0 2 Q �j n a c�. o9 0.2 ,C dry 0v h o After Hours(ft}: E o .� - m � � � a MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 4"CONCRETE 0•5 Brown CLAY with sand 3.5 14 43 18 25 2.0 Tan CLAY with calcareous deposits and limestone fragments 1.5 17 1001 9 0.5" 5 5.0 Tan LIMESTONE with clay seams and layers 1001 0.25" 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brash Creek Rd. ALIPHR Fort Worth, 1'eras LOG OF BORING NO.: 31 #XTESYINC 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W 180776 WHERE IT ALL BEGINS wm v_alphatesting.com client: A.N.A. Cousultants LLC Location:. Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/8/2018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 140130 GROUND WATER OBSERVATIONS w E m U SZ On Rods(ft): NONEiD o o Q After Drilling(ft): DRY a o @ After Hours(ft): E a a _�' a a y MATERIAL DESCRIPTION 'ASPHALT 0.3 & 10"CONCRETE a.4::a• 1 1 10"CONCRETE Dark Brown CLAY with sand and gravel-FILL 1.9 3.5 16 63 19 44 4.0 Brown CLAY with gravel-possible fill 3.75 17 5 8 s.D � Tan LIMESTONE with clay seams and layers 1001 1.75" 1001 0.75" 1D 10.0 TEST BORING TERMINATED AT 2D FT 5058 Brush Crack Rd. AL PH A #XTESTINE Fort North, Teas LOG ®r 13ORING NO.: 32 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W980776 W H F R r IT ALL BEGINS hvww.alphatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date. 4/17/2018 End Date: 411 712 0 1 8 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 140130 GROUND WATER�OBSERVATIONS ° a m ac v E^ m t aX $' Q On Rods(ft): NONE F89 o N 6 a ci� _- i..� 2 .c a After Drilling(ft): DRY o. o o C N o,5 V 9 w 4 a o� D_2 m o 2 After Hours(tt): m m o= o o : a d m C7 cn F�w a ? Z d MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 Brown CLAY 4.5+ 17 4.5+ 15 56 20 36 4.0 Tan CLAY with calcareous deposits 5 4.5+ 14 4.25 13 7.0 Tan LIMESTONE with clay seams and layers 1001 1" 10 10.0 TEST BORING TERMINATED AT 10 FT �� Sort Brush Creek Rd ALPHATESTINC Fort Worth, z�,ras LOG OF BORING NO.: 33 76119 Sheet 1 of 1 Pax., 817-496-58 PROJECT NO.: W18077fi 4�11 H E.F1 E �T ALL � � �{}�I Far: 817-49G-r60G08 i vww.alphalesting.com Client. A.N.A.Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/17/2018 End Date: 4/17/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs!in): 140/30 GROUND WATER OBSERVATIONS a- a - c v E i a o On Rods(ft): NONEo c N a a 1 After Drilling(ft): DRY Q i t� c o 0 =m oo L,, o o d` p a Q C dry U U o � After Hours(ft): 0 a� o o b Q m Fa a ?� z d a MATERIAL DESCRIPTION Brown CLAY-possible fill 4-5+ 8 4.5+ 17 52 18 134 4.0 Tan CLAY with calcareous deposits 5 4.0 17 4.5+ 16 7.0 Tan LIMESTONE with clay seams and layers 1001 3.75" 10 10.a TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALPRA /OXTESTING Fort Worth,Texas LOG OF BORING NO.: 34 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL B E G I R S wwmalphate-yfing.corn Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/8/2018 End Date: 5/8/2018 West; Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 in): 140130 GROUNDWATER OBSERVATIONS C Ci e^ r as x C 0 .� co ze On Rods(ft): NONE w o `a E c 0 c c 1 After Drilling(ft): DRY n C7 c o c 1 m a 2 a v v a a 9 oa a 2 a� o 6 m o 2 After Hours(ft): a X o o z° m a MATERIAL.DESCRIPTION 2"ASPHALT 0.2 5"CONCRETE 0.6 Tan CLAYEY SAND with gravel-FILL 9 12 4.0 Tan SHALY CLAY 5 4.5+ 18 6.0 Tan LIMESTONE with clay seams and layers 1001 11 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brash Creek Rd. A LPN A #XTESTINO Fort Worth,Texas LOG OF BORING NO.: 35 76119 Sheet 1 of 1 PhoFax. 817-496-5608 817-496-560 Fax: PROJECT NO.: W 180776 W 14 E A F IT ALL B F 9 I N S www.alphatesting.com Client: A.N.A.Cousultants, LLC Location: Fort Worth,Texas Project:_ Pavement and Roadway Improvements Surface Elevation; Start Date: 412312018 End Date: 4/2 312 01 8 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): 140/30 GROUND WATER OBSERVATIONS Q m m ° SZ On Rods(ft): NONE a `�' c°� _�'�'� a in E After Drilling(ft): DRY o c—��° `Y'E c rn o 'a ° o �_ After Hours(ft): v a° o a m y fn X a> c�fn 0- r� a � Z MATERIAL DESCRIPTION 1 5"ASPHALT 0. 5"CONCRETE .5 0 Tart CLAY with calcareous deposits 4.5+ 9 2.0 Tan WEATHERED LIMESTONE with clay seams and layers 1001 9„ 1001 0.7 12 ,5 5 7.0 Tan LIMESTONE with clay seams and layers 100/ 0.5" 8 10 10.0 TEST BORING TERMINATED AT 10 FT F Brush Creek Rd ALPHA #XTESTINE ,Fort Worth, &ras LOG OF BORING NO.. 36 76119 Sheet 1 of 1 Phone:817-496-560 Fax: 817-496-5608 PROJECT NO.: W 1$0776 WHERE IT A L L B E G I N R wwmalphatesting.corn Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/15/2018 End Date: 5/15/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): 140130 GROUND WATER OBSERVATIONS N E o _ -V On Rods(ft NONE -20 �' d U _ '�' v 2 .9 f r After Drilling(it): DRY a o d a o o Z :o a n 0� dQ Gy as ❑`" Crm a E After Hours(ft): ff c m a d - : _, ii ra : 8cn Z a 0 a MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 g' 9.5"CONCRETE Brown CLAY with sand and gravel-FILL 2.25 17 45 17 28 17 4.0 Tan LIMESTONE with clay seams and layers 100/ 20 0.25" 5 100/ 10 0.25" 10 10.0 TEST BORING TERMINATED AT 10 FT ING 5058 Brush Creek Rd, ALPHA #\ TEST h'ort Worth,r'ffas LOG OF BORING NO.: 37 76119 Sheet Fax: 817-49G-5608 1 of 1 Phone:817-496-560 PROJECT NO.: W 180776 W H E E IT All REGIMS ivww.alphatesting.com Client: A.N.A. Cousultants LLC Location: Fort Worth,Taxes Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/23/2018 End Date: 4/23/2018 West: Drilling Method. CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs!in): 140/30 GROUNDWATER OBSERVATIONS 0 Q ' U On Rods(ft): NONE Zo o N a c'.m_ ® E E n 1 After Drilling(ft): DRY >a n-o o E o a `o CL K o c d U - u o 0 After Hours(ft): ro m U a _ o o a �2 a N J a ii MATERIAL DESCRIPTION 0.2 ETE ir 0.5 ith gravel-possible fill 4.5+ 8 2.0 Tan and Gray CLAY with calcareous deposits and gravel 3.5 15 45 17 28 -gravel seam at 4 ft 73/ 11 9" 5 4.5+ 14 7.0 Tan LIMESTONE with clay seams and layers 10,75" 9 10 10.0 TEST BORING TERMINATED AT 10 FT SOS Bosh Creek Rd, ALPHA #kTESTING Fort worth, Teas LOG OF BORING NO.: 3$ 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W 180776 WHERE IT A L IL BEGINS 11-1 alphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements _ Surface Elevation: Start Date: 4/23/2018 End Date: 4/23/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ips 1 in): GROUND WATER OBSERVATIONS al U C N E w On Rods(ft): NONE a m U s'°}' Q a�i F Z c P , O �o m `G:"N Cn J cyi ZAfter Drilling(ft): DRY °' f mo Z Q 0 a o o_ = m After Hours(ft): U a b o o V `m J 1O FX d j� Z � d 0. MATERIAL DESCRIPTION 'ASPHALT 0.3 8.5"CONCRETE QaA.a: 1.0 Light Brown CLAY 1.75 21 59 19 40 2.0 0 Qo Gray CLAYEY GRAVEL OD 18 O n Qo OD n�o o D 4.5 Light Brown CLAY 5 4.5+ 14 &.0 Q a Gray CLAYEY GRAVEL OD O OD o Qo OD v Q� OD 0 0 10 0 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brash Creek Rd. A LPN A #NTESTING h'ort Worth, Tea-as LOG OF BORING N®.: 39 76119 Sheet 1 of 1 Phone:817-496-5600 1�l Id R E I T A E I } Fax: 817-496-5608 PROJECT NO.: W180776 wm v.alphatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/20/2018 End Date: 4/20/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): GROUND WATER OBSERVATIONS 2 m o a o rn o rn� rn c �On Rods(ft): NONE C D D : € C r t *After Drilling{R): DRY m °�0 0 o U� w rn W o 2� o � o � o 2 After Hours(ft): a s ° _ a N Q N L7 rn X a in z° :� °' d MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 e= 2.5"CONCRETE 0.4 TEST BORING TERMINATED AT 4"DUE TO CONFLICT WITH EXISTING UTILITIES 5 f 10 505 Brush Creek Rd. ALPNA #XTESTINC Fort Worth.Taras LOG OF BORING NO.: 40 76119 Sheet 1 of 1 ,Phone:817 496 5600 Fax: 817-4965608 PROJECT NO.: W180776 WHERE IT ALL BEGINS wwmalphatesNng.com client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date. 5/8/2018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): GROUND WATER OBSERVATIONS q7' d- a c E^ LCL m Q On Rods(ft): 9 m U c m J a 'N a moAfter Drilling(f): 9 c of ❑�a j 7 a (t): EAfter Hour avmo o v J a`-°' mc ra d ? z ' a MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 9.5"BRICK 1.0 Tan CLAYEY SAND 1.5 Brown CLAY with sand 1.5 29 60 18 42 2.0 25 4.0 Tannish Brown CLAY 5 2.25 22 2.75 23 1.25 26 1 D 10.0 TEST BORING TERMINATED AT 10 FT Sorh Creek Rd. A L PH A #XTESTINO Fortrt Worth,Texas LQ(j OF BORING NO.: 41 76119 Sheet 1 of 1 Fax.- 817-496-560 PROJECT NO.: W180776 Fax: 817-496-5608 WHERE IT ALL B E IG I V S Immulphatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/8/2018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): GROUND WATER OBSERVATIONS N a J Q On Rods(ft): NONE a 8 y raj a� o EiD E a E After Drilling(ft): DRY a o O' mod o f 0 o o U Z' d' �� o c o After Hours(ft): U a a a a Y @ .� a co a 8� Z a a MATERIAL DESCRIPTION 5"ASPHALT 0.4 Dark Brown CLAY 2.25 1.2 96 24 73 23 50 2.0 Brown CLAY 2.25 26 5 1.25 32 2.0 31 8.0 Tannish Brawn CLAY 3.25 16 10 10.0 TEST BORING TERMINATED AT 10 FT fX 5 Brush Creek Rd. ALPHATESTINC Fordort Worth, Texas LOG OF BORING NO.: 42 76119 Sheet 1 of 1 Phone:817-496 5608 PROJECT N O.: W 180776 W H IE R F IT ALL BEGINS ivww.alphadesling.com Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements _ Surface Elevation: Start Date: 5/812018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(16s 1 in): 140130 GROUND WATER OBSERVATIONS N t a m OO Q o (n w �� 01� �OnRods(ft): NONE F zo o �m c�v After Drilling(ft): DRY ?' i d c g E 0 5r o z n o o_ n i j a o t0 Q m d N p o S[After Hours(ft): x o z .� a m rd a MATERIAL DESCRIPTION 8"ASPHALT 0.7 Dark Brown CLAY with gravel-FILL 4.0 30 70 23 47 2.0 Brown CLAY with gravel-possible fill 3.5 19 5 2.25 19 6.0 Tan CLAY with gravel 4.0 10 8.0 Gray LIMESTONE with clay seams and layers 1001 1.75" 10 10.0 TEST BORING TERMINATED AT 10 FT f o Bo d.Brush Creek R PoALPHA 4TESTINE rt rtWortk, texas I.00a OF BORING NO.; 43 76119 Sheet 9 of 1 Phone: 17-496-5608 Fax: 817-496-56 PROJECT NO.: W 180776 WHFRE IT ALL AFGINS i vvvi v.a(phatestrng,cam Client: A.N.A.Cousultants,LLC Location:_ Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/7/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs!in): GROUND WATER OBSERVATIONS - 4E, d a� ID SZ On Rods(ft): NONE o- — U m Y t iD t 1 After Drilling(ft): DRY ?� i s d o o f m of co a Q a c2 o � mo o cs o 0 o 0 After Hours(ft): c°� (L 2 y D rq X N in Z Fa a a MATERIAL DESCRIPTION 3.5"ASPHALT 0.3 6"CONCRETE Brown CLAY with limestone fragments-FILL 4.0 I 17 51 18 33 4.0 I 17 4.0 Light Brown CLAY with calcareous deposits- possible fill 5 2.75 I 21 4.0 I 20 8.0 Tan and Gray CLAY 4.0 24 1 D 10.0 TEST BORING TERMINATED AT 10 FT Sort Brush Creek Rd. ALPNA /ON& TETINC#i7 Fort worth, 7'�.ras L,®G OF BORING NO.: 44 76119 Sheet 1 or 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECTNO.: W180776 W H E R Iz IT ALL R E G I G$ u,wMalphatsstrng.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start date: 5/7/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammar Drop(Ibs 1 in): 140130 GROUND WATER OBSERVATIONS -— CI a a) WE ^' E m L aa) On Rods(ft): NONE C o `o N a 0 r Q, m E After Drilling(ft): DRY n o o m$ Q U n o @ After Hours(ft): a o CVv ffi a (7 cn a a D a MATERIAL DESCRIPTION 3.5"ASPHALT 0.3 5 BRICK 0.7 Brown CLAY-possible fill 2.0 1.0 91 32 75 23 52 3.0 27 5 5.0 Gray and Brown CLAY with gravel 3.5 18 II 2.0 21 9.0 Light Brown CLAY with gravel 3.0 20 10 10.0 TEST BORING TERMINATED AT 10 FT #XTESTIN So Bosh Creek Rd h'orl rt Worth, Texas LOG OF BORING NO.: 45 76119 Sheet 1 of 1 Phone:817-496-560 PROJECT NO.: W180776 Vd @ R � IT ALL R E G[N S 'Fax: 817-496-5608 i mv.alphetesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End Date; 5/9/2018 West: Drilling Method. CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs!in): GROUND WATER OBSERVATIONS C� a �' 8' U SZ On Rods(ft): NONE o m U m w E E a n After Drilling(ft): DRY a o p c�� m o o a CM o After Hours(ft): ro 0 N X m g Z 'c m -� a [A rd CL a MATERIAL DESCRIPTION 6.5"ASPHALT Brown CLAY 0.5 2.25 19 50 23 27 3.0 17 5 1.5 29 6.0 Tannish Brown GRAVELLY CLAY 3.75 19 Tan and Gray CLAY 8.0 3.0 21 10 10.0 TEST BORING TERMINATED AT 10 FT Sort Brush Creek Rd ALPN4 #kTESTINE Fort Worth, Texas LOG 01= BORING ICI®.: 46 76119 sheet 1 of t F 817-496-560 Fax:ar: 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL BEGINS wwwalphatesting.com Client: A.N.A.Cousultants,LLC Location:_ Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End pate; 5/9/2018 West. Drilling Method; CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 in): GROUND WATFR OBSERVATIONS E (D t m SZ On Rods(ft): NONE z o N m i U N D u a - t After Drilling(ft): DRY a cs 0 o f IR� m g z a a 80a oti, a 2 , 0.N ❑" .2 °3 ' After Hours(ft): E a U a o ra a 000 Z a MATERIAL DESCRIPTION 7"ASPHALT 0.6 Darts Brown CLAY 3.0 24 42 19 23 3.0 26 4.0 Brown CLAY 5 3.0 20 6.0 Tannish Brown GRAVELLY CLAY 3.25 17 8.0 Light Brown CLAY with gravel 1.0 15 1 D 10.0 TEST BORING TERMINATED AT 10 FT Sort Brush Creek Rd. ALPHA #tTISTINI Fort worth,Texas LOG OF BORING NO.: 47 76119 Sheet 1 of 1 Phone:817-496-560 Fax: 8I7-496-5608 PROJECT NO.: W 180776 W H E R IF I T ALL BEGINS i vw�v_nlphatssting.corrr Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/7/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ihs!in): GROUND WATER OBSFRVATIONS C a E ID t x U On Reds(ft): NONE F o y ? u S''m E I a After Drilling(ft); DRY > a m o a o o After Hours(ft): tz ara a d w v Q m xm = $rn z° M a tu r n- ? d MATERIAL DESCRIPTION 8.5"ASPHALT 0.7 Light Brown CLAY with gravel-FILL -with calcareous deposits from 1 ft to 6 ft 3.5 2.0 105 19 55 19 36 3.25 19 $ 4.5 22 2.25 24 8.0 Light Brown CLAY with caclareous deposits and gravel 2.25 18 10 10.0 TEST BORING TERMINATED AT 10 FT Sort Bosh Creek Rd. Fort Worth, `!'eras LOG OF BORING NO.: 48 ALPHA #NtTESTING 76119 Sheet 1 of 1 Phone: 17 496-560 Fax:ax: 317-496-5608 PROJECT NO.: W 1 80776 WHERE IT ALL BEGINS www.alphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/7/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): GROUND WATER OBSERVATIONS a _ -Sin � �� r x m n o (n •� in Qi a pi On Rods(ft): NONE O a t � c A - E E r T After Drilling(ft): DRY o a cu o f c m o Z o 0 :9 After Hours(ft):p U o... o p .� .0d m 0 m x� d ?� z a MATERIAL DESCRIPTION 1"ASPHALT 0. 1.5"BRICK 0. Dark Brown MY with sand and gravel-FILL 3.0 16 57 18 39 2.0 Brown CLAY 3.5 20 5 3.25 20 6.0 Tan CLAY with calcareous deposits 3.0 18 3.0 20 10 10.0 TEST BORING TERMINATED AT 10 FT FOSS Brach Creek Rd. ALPHA #NTESTINO Fort Worth, Texas LOG OF BORING NO.: 76119 Sheett I of 1 Phone:817-496 5600 Fax: 817-496-5608 PROJECT NO.: W 180776 www.alphatesting.com Client: A_N.A.Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/7/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs f in): GROUND WATER OBSERVATIONS a �� _ w _ x d On Rods(ft): NONE F z o N W a, U t After Drilling(ft): DRY o o o n o o ro After Hours(ft): v a Q �, a w ❑ cs s cc K X d 0� c Z C J d N H d Q } 4. MATERIAL DESCRIPTION 7 'ASPHALT 0.2 Brown CLAY with gravel-possible fill 4.251 22 67 22 45 4.25 20 5 3.6 17 Brawn CLAY 6.0 3.25 11 Light Brown CLAY 8.0 3.25 21 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALPHA ' ' ' ' Fort Worth, Texas LOG OF BORING NO.: 50 76119 Sheet 1 of t Phone:817-496-5600 Fax: 817-496 5608 PROJECT NO.: W 180776 WHERE IT ALL BEGINS wwmalphatesting.com Client: A.N.A.Cousultants,LLC _ Location: Fort Worth,Texas Project:_ _ Pavement and Roadway Improvements _ Surrace Elevation: Start Date: 5/8/2018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): GROUND WATER OBSERVATIONS N El t x On Rods(ft): NONE F Z o �� After Drilling{ft): DRY C! g o f C rn m$ n o o n E o. tail n d a dw o After Hours{ft}: � = U CO o d -c b J a @ ca K a d ? ii MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 Light Brown CLAY-possible fill 4.0 22 66 21 45 2.0 Brown CLAY 3.25 18 4.0 Tannish Brown CLAY 5 2.75 20 6.0 Tan CLAY with limestone fragments 4.5 16 8.0 Tan and Gray CLAY with gravel 3.75 16 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. A LPN I #& T I STIN 1 Fort Worth, Texas LOG OF BORING NO.: 51 76119 Sheet 1 of 1 Phone:817-496-5600 Fax-: 817-496 5608 PROJECT NO.: W 180776 W N F R F IT Al l N F O it N$ immalphatesting.com Client: A.N.A.Cousultants,LLC T Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/7/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): GROUND WATER OBSERVATIONS C, E w a: x On Rods(ft): NONE F o w y c i��' c 'm E J mma T After Drilling(ft): DRY 0 mo oao � Ua 5 o fl c o c a n p After Hours(ft): LT -0a U' c n fA c _j d W H(L a Z a_ MATERIAL DESCRIPTION 3"ASPHALT 0.3 o: a az 4"CONCRETE 0.6 Brown CLAY with sand and gravel-FILL 2.75 1.2 98 22 64 21 43 2.75 20 4.0 Tan CLAY with calcareous depsoits i 5 2.25 22 6.0 Brown SHALY CLAY 2.75 18 3.5 I 24 10 10.0 TEST BORING TERMINATED AT 10 FT #\ TESTING FOSS Brash Creek Rd. Fort Worth, 'lcr �J as �®� ®� �®�� N®,: 2 LPN A 76119 Sheet 1 of 1 Phone:817-496-5608 Fax: $17-496-560$ PROJECT NO.: W 180776 W H E A F IT ALL BEGINS mwmalphatestrng.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/8/2018 End Date: 5/8/2018 West: Drilling Method. CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): 140130 GROUND WATER OBSERVATIONS } Q1 V On Rods(ft): NONE a �N `m v 5°' s t After Drilling(ft}: DRY �' >d a =rn m o Z a a E �� o� CL av p"' U a �° SL After Hours(ft): U rD o�' o d ? Cr a L7 to x m IL ? z a a MATERIAL DESCRIPTION 'ASPHALT 0.3 ?' 6"CONCRETE o 0.8 Brown SANDY CLAY with gravel-FILL 3.0 62 11 51 17 34 2.0 18 4.0 Brown CLAY-FILL 5 2.25 25 6.0 Tan CLAY with calcareous deposits 3.75 18 4.0 24 10 10.0 TEST BORING TERMINATED AT 10 FT Fo Wrh C ` ALPH A #tT E STI N1 Fartrt Worth, Texas LOG OF BORING NO.: 53 76119 Sheet 1 of 9 Phone:817-496-5600 1! !I R E i �` t R I Il S Faa': 817-496-5608 PR®J ECT N®.: W 180776 ivwi v_alphatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 in): 140/30 GROUND WATER OBSERVATIONS d m 2.S E ar L . °' g S_Z On Rods(ft): NONE a ° "'w (j °i m y E E Z'q a a>-� Co a a After Drilling(ft): DRY E o O c o cY oo a o m m E o� o� d �N �,9; o After Hours(ft): a, 0 U U o v a rn X m ?ur z° J a a MATERIAL DESCRIPTION "ASPHALT 0.2 2"CONCRETE 0. Tan CLAY 3.5 I 10 32 16 16 13 3.0 Tan LIMESTONE with clay seams and layers 100/ 2.5" 5 50 TEST BORING TERMINATED AT 5 FT DUE TO AUGER REFUSAL ON HARD LIMESTONE 70 ee 5058 Brush Creek Rd A L f N A #XTESTINH 6119 Sheet Worth, leaas LOG OF ®Ir�211f�[ �!®. S14of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL BEGINS wwwalphatesting.com Client: A.N.A. Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 140130 GROUND WATER OBSERVATIONS o C } a9 Y On Rods(ft): NONE o N w ci c'�a "d ; E_ E ❑ C J Q n 1 After Drilling(ft): DRY a '}C3 o o 0 o U O v ` 2 N ❑ � _ .y After NOUrS(ft): m U o 16 MATERIAL DESCRIPTION 4.5"ASPHALT 0.4 Brown and Tan CLAY with limestone fragments- FILL 3.0 14 2.0 16 50 17 33 5 3.0 17 6.0 Tan CLAY with limestone fragments 3.5 13 2.5 11 9.0 Tan LIMESTONE with clay seams and layers 1001 2.75` 10 10.0 TEST BORING TERMINATED AT 90 FT 505 Brush Creek Rd. ALPHA #XTESTINI Fort forth, Texas LOG OF BORING NO.: 55 76119 Sheet 1 d 1 Phone:817-496-5600 WHERE kit, d E ft N Fax: 817-496-5608 PROJECT NO.: W180776 uwm alphatestrng.com Client: A.N.A.Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation_ Start Date: 5/9/2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North; Hammor Drop(Ills I in): GROUND WATER OBSERVATIONS N a a° o o. o rp r- o � rn - axi J SZ On Rods(ft): NONE ❑ �, ❑ r- y F n a 1 After Drilling(ft): DRY 2 a O �a o� _� �CD �,a o � o ❑ After Hours{fk): m o o o �, U m U' �) a �� Z J a a iL MATERIAL DESCRIPTION Y ASPHALT 0.3 3"CONCRETE 0.5 Broom CLAY 4.0 2.0 i 92 121 78 23 55 3.5 24 I 5 2.0 26 6.0 Tan CLAY with calcareous deposits 2.75 22 2.0 22 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. A LPN A #X TESTINCFort Worth,Texas LOG OF BORING NO.: 56 76119 Sheet 1 of 1 Phone:817-496-560 Fax: $17-496-5b08 PROJECT NO.: W180776 F V}H E R F IT ALL 8 IF IR I#.S wwmalphatesting.corn Client: A.N.A. Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 in): GROUND WATER OBSERVATIONS N Q- a _ x rn m E,:, 7 � v Q On Rods(ft}: NONE a a'N U _ ' E fv After Drilling(ft): DRY m m C� o E g-6 o Z o v 12 After Hours(ft): Xa a 8 z J a MATERIAL DESCRIPTION 6.5"ASPHALT 0.5 3.5"CONCRETE 0.8 Dark Brown CLAY 2.5 32 E5 23 42 2.0 31 5 2.4 29 6.0 Tannish Brown CLAY 2.5 22 u 1.75 30 10 10.0 TEST BORING TERMINATED AT 10 FT F Brush Creek Rd. ALPHA #\ TESTING Fort Worth, Texas LOG OF BORING N®.; 57 76119 Sheet Fax: 1 of Phone:817-49 -560 PROJECT NO.: W180776 : $T 7-496-5608 W H E R E IT A I.1. AEG 1 W S www.alphatesting.com Client: A_N.A.,Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): GROUND WATER OBSERVATIONS - a x 4 V On Rods(ft): NONE F o C49 v E E 1 After Drilling(ft): DRY i p o o f m m o J a n •u o After Hours(ft): E a 2 f a a v a m C7 X o a Z � � a MATERIAL DESCRIPTION 4'ASPHALT 0.3 4"CONCRETE Brown CLAY-FILL 0.7 3.5 28 79 26 53 2.5 20 5 1.75 23 6.0 Tan CLAY with calcareous deposits 1.5 19 Light Brown SHALY CLAY 8.0 4.0 24 i0 10.0 TEST BORING TERMINATED AT 10 FT FOSS Bnish Creek Rd Worth,A LPN A +\ TESTING forth, Texas LOG OF B®FZIPIG NO.: 58 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE 'I T ALL HERINS wwmalphatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs l in): GROUNDWATER OBSERVATIONS v �c N IDr a x rncL w j SZ On Rods(ft): NONE F o�, 9 U E T After Drilling(ft): DRY a o W —°2 o o c m z U 2 d E V o... rZ.: y p'N Oyv U (0 y a c9 -TAfter Hours(ft): X` c co a o 2 �, n- m r a c z a. MATERIAL DESCRIPTION 6.5"ASPHALT 0.5 y.." 4°CONCRETE 9-y p.9 Dark Brown CLAY F- 2.0 29 2.0 Brown CLAY 4.0 0.9 102 17 68 21 47 4.0 Light Brown CLAY 5 3.5 19 6.0 Brown CLAY 11 f 22 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. A LPN A #NTESTIN 1 1+'ort Worth,7eras LOG OF BORING NO.: 59 76119 sheet 1 of 1 Phone:817-49 -560 Fax: 817-496-5608 PROJECT NO., W180776 WHERE IT A I. L REGINS wwwalphatesfing.com Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9l2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs/in): GROUND WATER OBSERVATIONS v a a o �E a _ S SI On Rods(ft): NONE H z❑ o N E q, �j �'.'a_ � E J Q 1 After Drilling(ft): DRY y cs o o �, ;o a o o n After Hours(ft): e v a _ a NcL 6 y VJ x a�i c�i CO n Z c d m MATERIAL DESCRIPTION 3.5"ASPHALT 0.3 Dark Brown CLAY 2.5 23 62 22 40 Brown CLAY 2.0 2.5 26 5 2.0 27 6.0 Tan GRAVELLY CI-AY 2,75 16 8.0 Tan CLAY with calcareous deposits 2.5 16 10 10.0 TEST BORING TERMINATED AT 10 FT 505 Brush Creek Rd ALPNA #kTESTINI Fortt Worth, liras LOG OF BORING NO.: 60 76119 Sheet 1 of t Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W 180776 Lfi}H E R E 11 ALL BEGINS wwmalphatesting.corn Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas _ Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(16s 1 in): GROUND WATER OBSERVATIONS o r o _ m 0 QOn Rods(ft): NONE a m U� c°' d air ram; t .�After Drilling(ft): DRY n �'C7 = o E c o Z`a �j `-' '� a a c8W 09 ° 2 dN Q" 'v _m 2 o After Hours(#t): om M a a MATERIAL DESCRIPTION 2"ASPHALT 0.2 Brown CLAY J�i 4.0 2.3 102 19 66 21 45 2.5 26 5 3.25 27 6.0 Tannish Brown CLAY 2.75 24 8.0 Tan CLAY 4.5+ 22 10 10.0 TEST BORING TERMINATED AT 10 FT ALPHA ,, T E T I N N KEY TO SOIL SYMBOLS WHERE It ALL BERINS AND CLASSIFICATIONS SOIL&ROCK SYMBOLS RELATIVE DENSITY OF COHESIONLESS SOILS blows/ff ® (CH),High Plasticity CLAY VERY LOOSE 0 TO 4 LOOSE 5 TO 10 ® (CL),Low Plasticity CLAY MEDIUM 11 TO 30 DENSE 31 TO 50 (SC),CLAYEY SAND VERY DENSE OVER 50 (SP),Poorly Graded SAND (SW),Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS tsf) (SM),SILTY SAND VERY SOFT LESS THAN 0.25 SOFT 0.25 TO 0,50 (ML),SILT FIRM 0.50 TO 1.00® STIFF 1.00 TO 2.00 ® (MH),Elastic SILT VERY STIFF 2.00 TO 4.00 HARD OVER 4.00 ® LIMESTONE ® SHALE/MARL RELATIVE DEGREE OF PLASTICITY(PI) LOW 4 TO 15 ::1 SANDSTONE MEDIUM 16 TO 25 Flzrq HIGH o O (GP),Poorly Graded GRAVEL VERY HIGH 2G TO 35 OVER 35 (GW),Well Graded GRAVEL (GC),CLAYEY GRAVEL (GM),SILTY GRAVEL RELATIVE PROPORTIONS M a k TRACE 1 TO 10 (OL),ORGANIC SILT LITTLE 11 TO 20 SOME 21 TO 35 ® (OH),ORGANIC CLAY AND 36 TO 50 FILL SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION DIAMETER SHELBY TUBE(3"OD except where BOULDERS 8.0"OR LARGER noted otherwise) COBBLES 3.0"TO 8.0" SPLIT SPOON(2"OD except where COARSE GRAVEL 0.75"TO 3.0" ® noted otherwise) FINE GRAVEL 5.0 mm TO 3.0" AUGER SAMPLE COURSE SAND 2.0 mm TO 5.0 mm MEDIUM SAND 0.4 mm TO 5.0 mm TEXAS CONE PENETRATION FINE SAND 0.07 mm TO 0.4 mm SILT 0.002 mm TO 0.07 mm ROCK CORE(2"ID except where CLAY LESS THAN 0.002 mm noted otherwise) ALPHA Report No. W 180776 _ Cm1 SUMMARY OF PAVEMENT SECTION RECOMMENDATIONS Table I contains a summary of the recommended portland cement concrete (PCC) pavement sections discussed in the report. Tables II and III contain the summary recommendations for the asphalt pavement and asphalt overlay sections discussed in the report. TABLE 1 Summary of Recommended Porthiad Cement Concrete PCC Pavement Sections PCC Pavement Thickness(in)placed on 6 7 9 10 improved subgrade 28 day Concrete Compressive Strength 3,600 3,600 3,600 3,600 (psi) Subgrade Improvement Depth(in) 6 8 8 8 Application Rate for Lime 30 36 36 36 lbs per sq yd)' Reinforcing Bar No. 3 3 4 4 Reinforcing Bar Spacing(in) 18 18 18 18 'Subgrade improvement could also consist of cement, flexible base material or RAP as discussed in Sections 6.1.2, 6.1.3 and 6.1.4, respectively. TABLE 11 anunary of Asplm It Pa*+emeni Seetinn Layer 14isterisl Layer fln) Type D Asphalt Surface Course 2 Cement-Treated Concrete Base Layer' 8 'The cement treated concrete base layer is described in Section 6.1.5. TABLE fit Summary of Asp hal#Overlay Layer Layer ll+la#eris�l Thicklwi� (lip) Type D Asphalt Surface Course 2 Milled and Repaired Existing Pavement Surface At least 3 inches thick 'See section 6.4 for further discussion regarding surface preparation for asphalt overlays. GC-6m06m1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORT[-I FYI7-0)9 SN[EKT REPAIR AND RP.CON.PROGRAM ANO NEAR SOURI SIDE MKI).DIST.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02388&02445 ATTACHMENT 1A Page 1 of S F€a> TWORTH City of Fort !North Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form r OFFEROR COMPANY NAME: Check applicable block to describe Stabile & Winn, Inc. offeror t PROJECT NAME: TM/VV/DBE � NON-.MIVVIDBE FY17-CD9 Street Repair&Recon. Program Near South Side Mod. Dist.W&SS Main Improv. BID DATE � April 11, 109 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 6 Rio 3.6 Rio 02388 & 02445 Identify all subcontractors/suppliers you will use on this project Failure to complete this fora!, in its entirety with requested documentation, and recofved by the Purchasing 1 Division no later then 2,00 p,rn. on the second City business day after bid opening, exolmIve of bld opening data, will result in the bid being considered Pori-responsive to bld spec iIica#lans. r E The undersigned Offeror -agrees to enter into a formal agreement with the MBE firms) listed in this utilization ` schedule. conditioned upon execution of a contract with the City of Fart Worth, The intentional andlor knowing misrepreserltatlon of facts is grounds for consideration of disqualification and will result in the laid being II considered non-responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime ntractors must identify by tier level cf all subcontracto lsuppiiers, Tier; rneans the level of subcontradng below the prime contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 1$1 tier, a payment by a subcontractor to its supplier is considered 2"°tier- The prime k contractor is responsible to provide proof of payment of all tiered subcontractors Identified as a MBE and counting those dollars towards meeting the contract committed goal, l k ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency (NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth. r If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and i operates at least one fully licensed and operational truck to be used on the contract, The MBE may lease trucks from another MBE firm, including MBE owner-operated. and receive full MBE credit- The MBE may lease trucks frcrn non-MSEs. including owner-operated, but will only receive credit for the fees and commissions earned by the IU)BE as outlined in the lease agreement. s Rev.21 t 0115 FORTWORTH ATTACHMENT 1A r'° * Page 2 of•5 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBE-s MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA SUBCONTRACTORISUPPLIER ° Company Name T " Detail Detail Address i Subcontracting Supplies Telephone/Fax e B B �h Work Purchased Dollar Amount Email r E E Contact Person F Klutz Construction, LLC 1 Inlets $54,150.00 P.O. Box 185 k Kennedale, TX 76060 ❑ 817-561-5591 C. Green Scaping, LP 1 Block Sod $17,700.00 2401 Handley Ederville RD. Fort Worth,TX 76118 ❑i- ❑ i V 817-577-9299 t A. Murillo Trucking 1 Trucking $4,000.00 3609 N. Elm Street Hauling Off-Site t Fort Worth, TX 76106 817-691-2154 Clemons Trucking 1 Trucking $4,000.00 7934 S. Lancaster Road Hauling Off-Site Dallas, TX 75241 ❑ 5 214-794-1645 2 Reliant Haulers, LLC 2 Trucking $60,900.00 2746 FM 2265 Chico, TX 76431 ❑ Provided By: r Venus Const. 940-210-9400 G sales@ relianthaulers.com Venus Construction 1 Utility Work $1,254,099.50 P.O. Box 90 f Mansfield, TX 76063 ❑ ❑ $ 60,900.00 MBE 817-477-2050 Total Contract 817-473-9366 $1,314,999.50 Rev.2110115 I F0g.� WO. RTH ATTACHMENT 1A Page 3 of 5 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Mlnority and non-MSEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER o Company Name T n Detail Detail Address i Subcontracting Supplies nn W Dollar Amount Telephone/Fax e B s B Work Purchased Email r E E Contact Person ! Ash Grove 1 Spread Cement $26,500.00 900 Gifco Road P.O. Box 520 ❑ ❑ Midlothian, TX 76065 972-723-7274 HJG Trucking 1 Topsoil $5,000.00 ( 701 Denair Fort Worth, TX 76111 ❑ ❑ 817-834-7181 Barnsco 1 Reinforcement $27,700.00 P.O. Box 541087 Dallas, TX 75354 214-352-9091 True-Grit 1 Ready-Mix $1 58,600.00 12150 Business Hwy 287 Concrete _ North ❑ ❑ Fort Worth, TX 76179 Peachtree Construction 1 HMAC Paving $354,140.00 5801 Park Vista Cir Keller, TX 76244 El f/ 817-741-4658 a Herbert Beasley 1 Staking $17,500.00 Surveying 3025 Forest Ave. El Fort Worth, TX 76112 (817) 429-0194 Rev.2110115 FORTWORTH ATTACHMENT 1A Page r{of +S Primes are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and nam-MBEs MBE firms are to be listed first, use additional sheets if necessary. If a subcontractor/supplier is identified as an SBE, please attach a copy of the firm's SBE certification if they have not previously registered with the City's M/WBE Office,which may be contacted for verification. Please note that only certified MBEs will be counted to meet an MBE goal, Attach N NCTRCA Certificate ° SUBCONTRACTORISUPPLIER T n Detail Detail f Company Name i Subcontracting Supplies Dollar Amount i( Address a M W s M Work Purchased Telephone/Fax r B B B B E E E rf - Fort Worth Lite & Barricade Barricades $25,000.00 2809 N. Beach Street Ft.Worth, Texas 76111 1 ❑ ❑ 214-748-5792 214-748-3587 f DUStrol HMAC Milling $33,000.00 2801 HWY 114 Fort Worth, TX 76177 1 El ❑ ❑ 817-430-3958 817-491-2354 Metroplex Pavement Striping/Signs $13,600.00 Markings 1001 Kennedy LID Bldg 6 Saginaw, TX 76131 1 ❑ ❑ ✓ 972-790-2983 972-313-0059 Roadbond Service Co. Roadbond $12,000.00 P.O. Box 549 Tolar, TX 76476 1 ❑ ❑ r t 817-613-7095 f L ❑ ❑ Rev.5130112 i FORT WORTH ATTACHMENT 1A �- Page 5of 5' i r r Total Dollar Amount of MBE Subcontractors/Suppliers s 140,750.00 l I Total Dollar Amount of Non-MUIE Subcontractors/Suppliers s 1,927,139.50 r i I TOTAL DOLLAR AMOUNT OIL ALL SUf3CONTl3ACTORSISU6�I�LIERS s 2,067,889.50 The Offeror vAl not make additions, deletions, or substitutlons to this certified list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o ChangelAddif orr form. Any unjustified change or deletion shall be a material breach of contract and may res�llt in debarment in accord with the procedures outlined in the ordinance_ The Offeror shall submit a Metalled explanation cf how the requested changeladditlon or dete#lcn will affect the committed MBE goal_ If the detail explanation is not submitted, it will affect the final com (lance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with r 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. 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 (3) years and for initiating action under Federal, ` State or Local laws 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 irresponsible Offeror and debarment from participating in City work fqr a period of time not less than one (1) year. ` u 7i , ature printed Signature resident Title Contact Name/Title(If different) Stabile & Winn, Inc. 817-847-2086 / 817-847-2098 Company Name Telephone and/or Fax P.O. Box 79380 jerry.henderson@stabilewinn.com Address E-mail Address Saginaw, TX 76179 April 15, 2019 CitylState/Zip Date i i i i Rev.2110115 f r GOOD FAITH EFFORT L ATTACHMENT 1 C i Page 1 of 4 S FoR T" WORTH -- City of Fort Worth Disadvantaged Business Enterprise DBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Stabile & Winn, Inc. Offeror PROJECT NAME: MIWIDBE NON-Iw11VV/DBE r FY17-CD9 Street Repair&Recon. Program and Near South Side Med.Dist.W&SS Main Improv. BID DATE i April 11, 2019 city's DBE Project Goal: Offeror's DBE Project Commitment: PROJECT NUMBER r 6 Rio 3.6 Rio 02388 & 02445 If the Offeror did not meet or exceed the DEIF suixontracting goal for this project, the Offaror must complete this form_ If the Offeror's method of compliance with the DBE goal is based upon demonstration of a r "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 and/or knowing misrepresentation the facts or intentional discrimination by the Offeror. Failure to complete #leis form, In its entirety with supporting documentatior}, and received by the Purchasing Divlslon no later than 2:00 p.m. on the sacand City business clay after bid opening, exclusive i of bid opening date, will result.in the bid being considered nun-r pansive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this f project, regardless of whether it is to be provided by a DBE or non-DBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities } Utility Work (Water, Sewer, Drainage) Ready-Mix Concrete Inlets Topsoil HMAC Paving Rebar Block Sod Spread Cement Striping Barricades i i f' I -- Rev.2110115 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current(not more than two (2) months old from the bid open date) list of DBE subcontractors and/or suppliers from the City's M/WBE Office. L X Yes Date of Listing 03 /2e /2019 No 3.) Did you solicit bids from DBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? ` x F Yes (if yes,attach DBE mail listing to include name of firm and address and a dated copy of letter mailed.) No �Ai� Mng-cm 7-1412,10111 i 4.) Did you solicit bids from DBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? = Yes (If yes,attach list to include name of DBE firm,person contacted, phone number and date and time of contact.) X No 5.) Did you solicit bids from DBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile(fax), exclusive of the day the bids are r opened? Yes (If yes,attach list to include name of DBE firm,fax number and date and time of contact. In addition,if the fax is returned as undeliverable,then that"undeliverable confirmation"received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation and/or"undeliverable confirmation" documentation may render the GFE non-responsive.) r, X No r ` 6.) Did you solicit bids from DBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? E Math-®: ji"e_eo 7-1, 2_JDt°� X Yes (if yes,attach email confirmation to include name of DBE firm,date and time. In addition,if an email is returned as undeliverable,then that"undeliverable message"receipt must be printed directly from the email system for 5 proper documentation. Failure to submit confirmation and/or"undeliverable message"documentation may render the GFE non-responsive.) i No NOTE: The four methods identified above are acceptable for soliciting bids, and each selected) method 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 or that at least one successful contact was made using one of the four methods In order to deemed responsive to the Good Fait11 Effort requirement. NOTE: The Offeror must contact the entire 013E list specific to each subcontracting and suppller I opportunity to be in compliance with q i0Sti*nS 3 thru 6- ,' 7.) Did you provide plans and specifications to potential DBEs? X Yes No e 1 i 8.) Did you provide the information regarding the location of plans and specifications in order to assist the DBEs? X Yes No i y Rev.2110115 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the DBEs to bid on goods/services specific to their skill set? X Yes (If yes,attach all copies of quotations.) No %) Was the contact information on any of the listings not valid? X Yes (if yes,attach the Information that was not valid In order for the MJWBE Office to address the corrections j needed.) ' No 11.)5ubmit documentation if DBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the DBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in-camera access to an inspection of any relevant documentation by City personnel. Please use additional sheets ff necessary,and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection NONE r ADDITIONAL INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain DBE participation on this project. 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 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 (3) 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 t 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. Rev.2110/15 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the DBE(s) listed was/were contacted in good fa)th. It is understood that any DBE(s) listed in Attachment 1C will be contacted and the ,seasons for not using them will be verified by the City's MIWBE jOffice. iz ignature Printed Signature r Vice President Title Contact Name and Title(if different) E Stabile & Winn, Inc. 817-847-2086 817-847-2098 Company Name Phone Number Fax Number P.O. Box 79880 jerry.henderson @ stabilewinn.com Address Email Address ' Saginaw, TX 76179 April 15, 2019 City/State/Zip hate i i Rev.2110115 FbI T WORTH City of Fort Forth Minority Business Enterprise Specifications SPECIAL INSTRUCTIONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the contract Is$50,000 or more r then a M 0 E subc a ntra ctl n g 9 oaI 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 applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is_6 %of the base bid value of the contract. 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 Farm 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 REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to he considered responsive to the specifications. the O faror shall dolivor tho MBE dpnumeiiL-AUorF In person to lho apprn1wiale orilploVoo of ii1n.pul,rhasing division and ohtain a datelllme recell�l, Such roculpl shall be evidence that the City received IhQ dor,umnnLatlon in the tlrne allooated. A faxed andlor emallad copy will not be accepted. 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date,exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m.,on the second City business day perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date_ 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE Cfl-rS BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WILL RESULT IN THE BID BEING CONSIDERED LION-R SPONSIVE TO SPECIF♦ICATItONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT In THE BID BEING CONSIDERED NON-RESPONSIVE.A$ECOND I=AiLURE WILL RESULT IN THE OFFEROR BEING DISQUAL.IFIFO FOR Al PERIOD OF ONE YEAR. THREE FAtLURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the MIWBE Office at(817)212-2674. Rev.2/10/1 S ATTACHMENT IA Page 1 of 4 f c r r 'c € Ill City of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME. M/WW/DBE NON-M/w/DBE FY17-0D9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 6 % I a/o 02388 & 02445 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentation, and received by the Pur-Cha$ing I]ivislon no later than 2.00 p.m- on the sooand City business day after bid opening, exclusive of bid operling date, will result In the bid being considered non-responsive to t;[d speclficatians. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, cor diflaned upon execution of a contract with Vie City of Fo.r# Worth. The Inlentlonal and/or knowing frlisrepr€senlatioi of facts is grounds for carisUeration of d qualiflcahon and will result in the bid being considered non-responsive to hid spedflQations. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant Dallas Denton Johnson Darker. and Wise counties. Prime contractors rnvst Identify by tier level of all subcontractors/suppliers. Tier. means the level of subcontracting below €he pdrne contractorJconskIltant i.e. a -direct payment from the prime cnritractor to a sobconlrector is considered 4' tier, a payment by a suboontractor to Its supplier is considered 2ro tier. The prime cairrlractor Is responsible to provide proof of payment of all tiered subcontractors identified as a MSE and Gau ntin2 those dollars towards meeting the contract committed goal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means those firms, located within the Marketplace, that have been determined to be a bondafide minority business enterprise by the North Central Texas Regional Certification Agency(NCTRCA) or other certifying agencies that the City may deem appropriate and accepted by the City of Fort Worth, If hauling services are utilized, the Offeror will be given credit as long as the MBE listed owns and operates at least one.fully Ncensed and operational tFuck to be usod on [lie contract. The MBE may lease trucks from anothar MBE firm, including MBE owner-operated, and receive full MBE crodjt. The MBE may lease trucks from non-MBEs, including owner-operated, but will only receive cred l for the fees and commissions earned by the MBE as outlined in the lease ag reernent. Rev_2/10/15 Foie, {}a-rI i ATTACHMENT 1A T „ . Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minorily rind nun•MBEs. MBE firms are to be listed first,use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOWSUPPLIER ° Company Name T F. Detail Detail Address i M W Subcontracting Supplies Dollar Amount Telephone/Fax e B g I,: Worts Purchased Email r E E Contact Person ❑ ❑ Rev.2110115 FORT- WORTH ATTACHMENT1A Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., MinoFily and non-MBEs. MBE firms are to be listed first,use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. NCTRCA N SUBCONTRACTOR/SUPPLIER 13 Company Name T f9 Detail Detail Address i M W Subcontracting Supplies DollarAmount Telephone/Pax e B M Work Purchased Email r E E � Contact Person C El 1:1 El 1:1 11 El Rev.21l0/15 ATTACHMENT I ��m Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $ The Offeror will not make add I[ion s, deletions, or substitutions to this oertlfW list without the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Request for Approval o ChangelAddrtlaex form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment In accord with the procedures outlined in the vrdinanoe. The Offeror shall submit a detailed explanation of how the requested changeladdiliop or deletion will affect the oommitted MBE goal, If the detail explanation Is nol submltied, It will affect the final compliance determinallaa. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs_ The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with 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. 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 (3) years and for initiating action under Federal, State or Local laws 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 irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1)year. Authorized Signature Printed Signature Title Contact Name/Title(if different) Company Name Telephone and/or Fax Address E-mail Address City/State/Zip Date Rev.2110/15 ATTACHMENT1B FO F .ii [-) 'T 14 Page 1 of 1 City of Fort Worth Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe prime PROJECT NAME: MWIDBE NON-MlWfDBE FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MEq,DIST.W&SS MAIN IMPROV. BID DATE City's MBE Project Goal: --[Ofleror's MBE Project Commitment: PROJECT NUMBER 6 % % 02388 & 02445 If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if bath answers are yes. Failure to Complete #hls form in its entirety and be received by the PurchasIn Qivisi n no leer than 2. p.m., an the socand Cit y,ibusin !ss day after bid a onln-q, ex elusive of the bad opening date, vwlfl result in tha bid being considered nun-responsive to bid specifloatlarxs. Will you perform this entire contract without subcontractors? UN S If yes, please provide a detailed explanation that proves based on the size and scope of this O project, this is your normal business practice and provide an operational profile of your business. Will you perform this entire contract without suppliers? S If yes, please provide a detailed explanation that proves based on the size and scope of this project, this is your normal business practice and provide an inventory profile of your business. NO The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s)on this contract, the payment thereof and any proposed changes to the original MBE(s) 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 by the MBEs 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 (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of contract and may result in a determination of an irresponsible Offeror and barred from participating in City work for a period of time not less than one 1 year. Authorized Signature Printed Signature Title Contact Name(if different) Company Name Phone Number Fax Number Address Email Address CitylStatelzip Date Rev.2110115 ATTACHMENT 1C Page 1 of 4 Fo i 7" '" O T H pity of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: Iv1MlIDBE NON-MNVIDBB BID DATE FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 6 % % 02388 & 02445 F o Offeror did not meet or enceed like M8E subcorliraorig gpal fir this project, the Offeror complMe this . If the Offeror's method of compliance with the MBE 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, 1 thru 11 below, shall satisfy the Good Faith Effort requirement absent proof of fraud, intentional and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. ERdhireto complete this form, In its entirety wit# supporting rfocumentaliorl, and received by the ing Division rto later than 2:00 p.m. on the second City bushes# day after hid opening, exeluslve ienincg date, will resin# in the L,id Living considered nor/-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. (DO NOT LIST NAMES OF FIRMS) On all projects, the Offeror must list each subcontracting and or supplier opportunity regardless of tier. (Use additional sheets, if necessary) List of Subcontracting Opportunities List of Supplier Opportunities Rev.2110115 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current(not more than two (2) months old from the bid open date) list of MBE subcontractors andlor suppliers from the City's MIWBE Office. Yes Date of Listing I ! No 3.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by mail, exclusive of the day the bids are opened? Yes (If yes,attach MBE mail listing to include name of firm and address and a dated copy of letter mailed.) No 4.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (If yes,attach list to include name of MBE firm,Person contacted,phone number and date and time of contact.) No 5.) Did you solicit bids from MBE firms,within the subcontracting and/or supplier areas previously listed, at least ten calendar days prior to bid opening by facsimile(fax), exclusive of the day the bids are opened? Yes (If yes,attach list to include name of MBE firm,fax number and date and time of contact. In addition,if the fax is returned as undeliverable,then that"undeliverable confirmation"received must be printed directly from the facsimile for proper documentation. Failure to submit confirmation andlor"undeliverable confirmation" documentation may render the GFE non-responsive.) No 6.) Did you solicit bids from MBE firms,within the subcontracting andlor supplier areas previously listed, at least ten calendar days prior to bid opening by email, exclusive of the day the bids are opened? Yes (If yes,attach email confirmation to include name of MBE firm,date and time.In addition,if an email is returned as undeliverable,then that"undeliverable message"receipt must be printed directly from the email system for proper documentation. Failure to submit confirmation andlor"undeliverable message"documentation may render the GFE non-responsive.) No MOTE: The lour methods Identified above are acceplab(e for soliciting bids, and each selected method must be applied to the applicable contract.. The Offeror must document that either at least two attempts woo- made using two of tho four methods or#bat at least one successful contact was rnade using one of the four methods in order to be doemod responsive to the Good Faith Effort requirement. NOTE, The Offeror rnust contact the rrntire MBE list speciflc to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes No Rev.211 Oil 5 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (IF yes,attach all copies of quotations.) NO 10.) Was the contact information on any of the listings not valid? Yes (If yes,attach the information that was not valid in order for the MfwBE Office to address the corrections needed.) NO 11.)Submit documentation if MBE quotes were rejected. The documentation submitted should be in the forms of an affidavit, include a detailed explanation of why the MBE was rejected and any supporting documentation the Offeror wishes to be considered by the City. In the event of a bona fide dispute concerning quotes, the Offeror will provide for confidential in-camera access to an inspection of any relevant documentation by City personnel. Please use additional sheets,if necessa ,and attach. Company Name Telephone Contact Person Scope of Work Reason for Rejection ADDITIONAL INFORMATION: Please provide additional information you feel will further explain 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 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 employee of the City. Any intentional andlor knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) 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. Rev.2110115 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBEs) listed was/were 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 City's lilUlA BE Office. Authorized Signature Printed Signature Title Contact Name and Title (if different) Company Name Phone Number Fax Number Address Email Address City/State/Zip Date Rev.2110115 Joint Venture Page 1 of 3 FOR-r oRrm CITY OF FORT WORTH MBE Joint Venture Eligibility Form AH questions must be answered,use"NIA"ifnot applicable. Name of City project' FY17-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. A joint venture form must be completed on gur-,h project RFP/Bid/Purchasing Number: 1.Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the joint venture MBE firm Nan-MBE firm name: name: Business Address: Business Address: City,State,Zip: City,State,Zip: Telephone Facsimile E-mail Telephone Facsimile Cellular Cellular Certification Status: E-mail address Name of Certifying Agency: 2. Scope of work performed by the Joint Venture: Describe the scope of work of the MBE: Describe the scope of work of the non-MBE: Rev_211 Q115 Joint Venture Page 2 of 3 3.What is the percentage of MBE participation on this joint venture that you wish to be counted toward meeting the project goal? 4.Attach a copy of the joint venture agreement. S. List components of ownership of joint venture: (Do not complete if this in formation is described in joint venture agreement) Profit and loss sharing: Capital contributions,including equipment: Other applicable ownership interests: 6.Identify by name,race,sex and firm those individuals(with titles)who are responsible for the day-to-day management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating b. Marketing and Sales ------------------------------------------------------------- c. Hiring and Firing of management personnel ------------------------------------------------------------- d. Purchasing of major equipment and/or supplies Supervision of field operations The City's Minority and Women Business Enterprise Office will review your joint venture submission and will have final approval of the MBE percentage applied toward the goal for the project listed on this form. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's MNVBE Office immediately for approval. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the City's BDE Ordinance. Rev.211 Oil 5 Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore,the undersigned shall agree to provide to the joint venture the stated scope of work, decision-making responsibilities and payments herein. The City also reserves the right to request any additional information deemed necessary to determine if the joint venture is eligible. Failure to cooperate and/or provide requested information within the time specified is grounds for termination of the eligibility process. The undersigned agree to permit audits, interviews with owners and examination of the books,records and files of the joint venture by any authorized representatives of the City of Fort Worth. Failure to comply with this provision shall result in the termination of any contract, which may be awarded under the provisions of this joint ventures eligibility and may initiate action under Federal, State and/or Local laws/ordinances concerning false statementg or wiIIfol misrc rp esentation of facts. Va�rw wl' IFII.film Name.ul'ntsn- iBF(firm Printed h1ama of Owner Pri nted Name of Own" Signature of Owner Signature of Owner Printed Name of Owner Printed Name of Owner Signature of Owner Signature of Owner Title Title Date Date Notarization State of County of On this day of 20 before me appeared and to me personally known and who,being duly sworn, did execute the foregoing affidavit and did state that they were properly authorized to execute this affidavit and did so as their free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (veal) Rev.2110/15 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORT[[ F V 17�CD9 STREE I'R VTAIR ANI)RECON,PROGRAM AN 1)NEAR SOUTH SIDE;MI.31 NIST.IMSS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02388&02445 2013 PREVAILING WAGE RATES (Heavy and Highway Construction Projects) CLASSIFICATION DESCRIPTION Wage Rate Asphalt Distributor Operator $ 15.32 Asphalt Paving Machine Operator $ 13.99 Asphalt Raker $ 12.69 Broom or Sweeper Operator $ 11.74 Concrete Finisher, Paving and Structures $ 14.12 Concrete Pavement Finishing Machine Operator $ 16.05 Concrete Saw Operator $ 14.48 Crane Operator, Hydraulic 80 tons or less $ 18.12 Crane Operator, Lattice Boom 80 Tons or Less $ 17.27 Crane Operator, Lattice Boom Over 80 Tons $ 20.52 Crawler Tractor Operator $ 14.07 Electrician $ 19.80 Excavator Operator,50,000 pounds or less $ 17.19 Excavator Operator,Over 50,000 pounds $ 16.99 Flagger $ 10.06 Form Builder/Setter,Structures $ 13.84 Form Setter,Paving&Curb $ 13.16 Foundation Drill Operator,Crawler Mounted $ 17.99 Foundation Drill Operator,Truck Mounted $ 21.07 Front End Loader Operator,3 CY or Less $ 13.69 Front End Loader Operator,Over 3 CY $ 14.72 Laborer,Common $ 10.72 Laborer,Utility $ 12.32 Loader/Backhoe Operator $ 15.18 Mechanic $ 17.68 Milling Machine Operator $ 14.32 Motor Grader Operator,Fine Grade $ 17.19 Motor Grader Operator,Rough $ 16.02 Off Road Hauler $ 12.25 Pavement Marking Machine Operator $ 13.63 Pipelayer $ 13.24 Reclaimer/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator,Asphalt $ 13.08 Roller Operator,Other $ 11.51 Scraper Operator $ 17.96 Servicer $ 14.58 Small Slipform Machine Operator $ 15.96 Spreader Box Operator $ 14.73 Truck Driver Lowboy-Float $ 16.24 Truck Driver Transit-Mix $ 14.14 Truck Driver,Single Axle $ 12.31 Truck Driver,Single or Tandem Axle Dump Truck $ 12.62 Truck Driver,Tandem Axle Tractor with Semi Trailer $ 12.86 Welder $ 14.84 Work Zone Barricade Servicer $ 11.68 The Davis-Bacon Act prevailing wage rates shown for Heavy and Highway construction projects were determined by the United States Department of Labor and current as of September 2013. The titles and descriptions for the classifications listed are detailed in the AGC of Texas'Standard Job Classifications and Descriptions for Highway, Heavy,Utilities,and Industrial Construction in Texas. Page 1 of 1 GC-01 60 00 Product Requirements THIS PAGE LEFT IN'T'ENTIONALLY BLAND CITY OF FORT WORTH FY17dD9S1'RFF:I'RETAIK AND RECON,PROOK AM ANDNEARS00'H SIDEMED,DIST.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02398&02445 CITY OF FORT WORTH WATER DEPARTMENTS DPDATED:0815.20M STANDARD PRODUCTS LIST HdL1.Ahyda UV %Lkfl Pip I&Tfar lhm Il krth khemewihu11 lee;pwr3aSd Lwub]OF 11414ALn l,.u•n l I,•,A k.1!-L ap.01if 11t:1L51W-vl l.u.Llult ma hY i L4amed Iar1PIIIP P1111 Approval I Spec No. Chesssification Manufacturer Model No. Nationals ec Sire WASTEWATER Manhole e-Field Omratinns Use Onl Rev WtW 130513 hI.A.claacd Knutson Enr hlada N Ord"-Plasrk ASTUD 124E F.2416¢. 33950 I.dwkIen. Romh W-ro N.1,,jog hlade In onln-Pink ASTM D 1249 Foe 24"6u 330513 \1-faki-d Noaow-hit- Ma&emf)rdv-Pbsrk ASTMD I243 Fur24'&.. 09123M 3305 IS f,"h lose. Sourhw....F-1,W&Seals 1 - Q Savn-Slai,dcss Steel For 24"din. 0912H96 330513 Manhnk loon SouOtwcalcm 2a&i &&ub bc- Tothcrink-StaWn ,%lwl For 29"din Manholes&Bases/Frames&C veTs/Rcetan ular 33-05-13 LRev 2/3116 33 05 11 1fa¢hab Fraro-a xnJ Cover> Wealam Iru¢Wmks.Wn,&Hu Fu 1001 24^1r-10•WD Manholes&R s P,lFrames&Covers/Standard -i I fP-213116 3305 i3 h[mtnk Frames and Covers W,3I-Tpn Works➢ass&Fla V...d 30024 24^DI,. 33 PS F7 hfanM, F "ems w.i Ckweas M,Kink lmn Works I- A 24 AM 24'D w 130513 W.A kF--and Covers A'h,mh Conk 21 Din- 330513 hfnnhok Fmnecs and Cmc,s Si ma C4 r¢fiort MIF-144N 330513 NJ,1A,Fw-ed Cuens Si• tCo tion MR-14IN 130513 hfnnhofc Fmmes and Covers Pom-A.Moas49n Gm-sm 29^dia. 3305 13 6lnnbWc Fmn,�A Coves Ncmwh C- 24-d 10/31" 31 05 13 1mlwle Free_erA I._f3lin 1 Pewas3 1 Hire Dncrik[we Menhnk ASTMA53b 24"Dia, :025M 330513 llmdwle Flames and Cove. Sella-Gobeurn linx Pmrnedrexus RE32-PJES 30'Dio. 01/31/06 310513 30'DIM11 RMand Cann Eut Jofd"Imnwwk6 V1432-2 and V140 Drs AAS TO M30641 30"Dia. 11/02110 330513 30"DI hIH Rn,:na4!.aver Si nw Ca +relive MH1651 FWN&MH 16503 30'IDia 07/19111 330513 a'Jac AIl]lUmg and Co., Srs'pi cPt4dwH M[D2FrWSS-DC 30"Din oRdifrll 33 05 13 3P^DI MH Rin naIC- Arcata.l 229700 Haa MW nah G,14,1 Rin 30-Din 10o4f13 330513 30"DIh1HRio„red Coeer Hin cd&Lwknhlc East J.A.I-W.& with Cam fnek/MPICIr-Caskd ASSFfF0MI05&ASTM A536 30"TH¢ ObJ4171] 340511 2250 2" ASTM A4R 30"D,. OWM7 330513.01 0"DI Un Ri,p ad Cow,In &Lk m ire s ,Gpw;r and Cosrc-rwlluck HDIFRPC silo 30"PIe. Mcipfictles&BaseslFramcs&Covers!Water Ti mure Ti It 33-05-13 CLZgy 213116 3305}7 ,h[anitp Frau�s aed Covets Pon[-.Mn¢ssaa F-11 24'D.. 3?0513 h1:Z Fm,aea and Caves hper,eh Caslin 2-1"Di. - 330513 hlw,Lok F.-mW Cbven Weslem fm„SYnsk >n&Ili Fn 3011-24P 24'Di.. 316513 hfnnhok Fn and Co- M4Kin Imo W uh Inc. WPA24ANi 24"Dia_ 03108100 730513 hlunbxle Fn„nas mW Cvets Accuraxl C.21p1 ASTM A9A 24-Dta. 04120MI 3305 13 fanlwlc Thanxa and Covers 51P Sorel Indus_.Pd,_Ltd, 300-24-23.T5 Rin aid Cavir ASTM A M 24"Di2_ Manholes&Bases/N Rev 213116 07M/9] 13 05 13 Inth-x bife%ft,ky Asnhi Ka v,K.R. Adeka UOm-Seal P--201 ASTM D2240/D401o"I 0426d00 330513 o11sc1J6411 b 4'Dians.MI HanaanConcmhrPmdwN Dm in Na.35-0o4e-0o1 042rJ00 33 0511 silo Gasl 11114'D,am.MLl. Prrs!,4(3 aka Co 2304G G.Ad ASTM C443IC-161 SS M11 126199 3}as I} HDPE Ma,a,plc A.i'u5lmcpr Rh I,J[ceI 1x HDPE Ad'tsl.,,crstRi„• NmrtWfli ono 5/11105 330513 Mm,htdef renml Wra Cmnen.CPS Wsa idSual Mnnbnle Eon,suNlim,S.Inn Manholes&BaseslNcW�arccwt CongryleI 331910 Manhole Praas c - k H m 0a,&il C SPL item P49 ASTM C 478 48' 331910 Ma¢Lo Yrorasl Corctcic WA C-o,Pin,Co.lur. ASTM CA43 4V 3 1910 kiaNmin Protaul Cmtemlr FFortorte f-- CitRN•HiI Manson ASTM C 9T8 48" o9P_CJ00 311910 fills- cOffid Sod Joint m GifbnFHll.Hunwnl T F A0 35464101 ASTM C4]R 48 Diem MH 09R3196 333910 -Prmra C,m=mm [..tale Pm .lac. 48"133.dtn¢hok.v732"C ASTM 047R 48"vff.52^cmm k3EDL1 ,h 1919 m".&Jim-e•I{5aaar. la.T,w„r^yu.0 In•s'W.I la1a40ld"I:... f�l Li 1:Vh Is-,hot 10127i06 3139141 Nbul.k P-4Co„r,,�l� 011..Ite n-ml lac. 48'lAb[mda k,,124"Cwre ASTMC 47R 48'Diwn w]A-Ring 0&09110 3.339 LP h[m,bpk.Pr., Rein terra T4lm.r C I, ITS C, -Pie Rd.R-d Pot FCu .R AsfMC-76 4Arw 72^ Man o es Base slIewlFihe lass 33-3 - 1l26l99 33]913 Fbe Ian Manhole nald Cmaninmc I., FI..k. ASTM:i753 Np¢•lmffic urea 08/50M6 M 3913 ri Iasu Manhole LF.ManufaGudn Non-Ira1Rr art& Manholes&Bases/Reh S .cmenfifinus E914 -1,0. nuholc Rchab5 0- ,usk. 040"] EanhokRaha65 - SNndaal Ccmcnr Malvda Inc- R.U-MSP Eauholc RehnbS.sera: APlM Psmw 412010I Uanhnk RchabS ram Slmn•C m a S1ron S,al MS7A RdobS cm 511210 t Rehab S-km Lin Pa- Sex T4cholo MH md-.epm vaalreliml ASTM U5813 OK01)(06 cunnl C:arw R it A.Krdc Rd-I.M. Vin lPol rR ifPmdaG Misc.Usc Manholes&Buses/Rehab crns1Non'ementitious 4.1120196 ELA4 Mnnhok RrW.S-s. Sew wALA.l ,e,u:C,s,liu• ASTM D63WD790 EI-14 anhok RchebB kms Sun C." For E:xtxeior Cwliugof 1N14/01 C.IWtarr:naIXillm rnlea-lim F 6.F ERTECH Sedns202M,ed210Q A ,alb FnnlxianI Cancrelr Sh„ta,„es Onl O1131lO6 ,veil.sfnrCs„msimxProtecripn Chcslmmu A,c79LSnTR.51.52 AcidRnfsfanx T.M gF-- �L1'ru W2R2V06 C slot Catmsion l'rolecrian Warted 154'w mmmal s301 a.d M-341 ztipus oV30106 C tin far Coro:Proration OWO SIS-3050k6F n e!,s3305L6.3339 RR&C[)nW swf gN.m-FLeral Spy Grade aring of03l19lIS 0 33920 Cm1- For Cormsin¢macliuu Fxleri,. shenwi¢Williumv barn Ooi Pi 1NewlCenlr' Pik-lass Reinforced Pi e 33-31-13 712IJ97 1131 11 Car.Q,m F,be hss Ib hus PR D Inc. Habas P e NnmPnxsvre ASTM D32621D3754 alf22/10 333113 i6a Jass Pi Amumn Aa,hrslra,W RPMPPi ASTMD32621133T54 10now lees-Fier ,,breed fb] rF tech USA Fbx'e ASIMD3207JD3754 4f14l05 Pre r MpdiOyl Cpncmm Pic A.e-h USA Ma -Pi• ASTM C33 A276.F477 S"Is 102%Class V 06109110 ElA ReinfnneJ Pot rCowrele Pie US Co ile Pim Rcinf deal C-. ASTM C-]6 i w C n rate E!414 Conc_Pi 1160.rccd Wall Concrete Pi-Cp.1„c. ASTM C76 E. Cow.fto.Rciuf cd flvdmC doit Cu Claw M T&&O.SPL than 477 ASTM C71 E144 Cone_Pi Roi.f-.d Humor Cancrcte Fmd.a - ASTM C Tb F.Iaa Cone n.ITeu,frd Cpnuxte Pi &P.oducls Ca Inc. ASTM C 76 Pi s1New/Ducfile Imo 11- - R113 33 061rn IY 9Co. sepct B'R-Tir�h+ne Imo rss Pip,Clax AWWA C150 C51 33 l0 PalOk TIEP 3"tluu 24^ Amadran 13.1a lmn F'F Co. Aeari-,rWiN Pi AWWA CI50.C151 131110 044k Lop a U.S.J7 and F¢u¢d,y Co. AWWA CI-s0,CIS ?S ilt 10ID-tir.1-pire AWWA CI50.C 15 1 Nate:AN water or sewer pipe largerihaa 15"Mal he approved for use by the Water Deparlmatl an prolect specilk bast&.Special bedding may be"uired for some pipes. Pmpared6l15r2➢1a page 1 CITY OF FORT WORTH WATER DEPARTMENT S UPDATED:06-15-2018 STANDARD PRODUCTS LIST AgNiroval Sec Nn. Classsitication Manufacturer Model No. National Spec Size P1008N VC P 33-11-12(411/131 12/0.111 33-i1-12 UR•la rVC Pressare Pi Pi life lelsheam M'C Pmsaum Pk .AWWA C900 4"thrn 12" 1002114 33-I 1-12 DR•t4 PVC Prvs—Pi Ryrl%iMin Pwdrxls RO 1 Sal PVC Preamre Pi re AWWA C900 4^lhnr 12- eslblew ➢ Pi a Bu in liniu 3-31-2 8 13 lk -demk eth Jrlc Phklli Drism Im. ( b—D-ifc Pal II cnc Pic A51'MD 1248 8" 1-figh-di—irg voWkyl.a. Pkxx I— ASTM D 1248 A" Ri h<3crei Ih hC - PJII P'r Irlr. ASTM D 124S 8" Hi n dh lemrare CSR JjyamC inlaid-w u,S 1e MCCmarel P E.I ,meet ASTMD 124E Pi 1psM C*1.-,-11-2D 3 3?-31 2n PVC Sewer Mm ASTM D 3034 4"1hnr W 33-31-20 C Scum hi p: Np w Maimfachrri Cn s Agf'M D 1034,D 17h4 4",p g. " 33-31-20 VC 5ewerri 1-M MJaufacra' CJ..mc.IM Ga a TM D 3034 4'•11" I7Z'J197x 13-31-20 PVC SCRSr Pi Di—A PlM6,Ca —on SDR-25a0 SUN-15 ASTM r 789,ASTM D 3034 4" bnr 15" 33-31-m PVC SexvrPi Ia�Inwn V nn Fti ASTM F 789 4"[luu l3" M31-20 PVC'Scrm Pi• Ro al Ruildln Pmd k I( I Sal Solid Wall I'k c mR 26&35 A5TM 30,34 4"khnr 13' OHl s/13 33-31-20 PVC Sewer Pi Y' Rrch YV'C ni,a Gmvh Sewer ASTM D3034 4"rhm IS" 11/]r198 33-11-20 1 VCScwcr PiN Dimmed Pl.ftC .&,.. "5-Gmvi[ SCwcr Pi ASTM F h79 IV',.27" • 33-31-20 PVC Se—r Pi 1- uufpelurin Co brc.IM Po ASTM F674 l5"-27" owl 1112 33-11-20 PYc Sewer Pi Pi lift Jd Svcanr SDR•36am1 SUr-35 ASTM Ffi79 I$' 051f7M 33.31-20 PVC SxOd Wnll Pi Di—I Pl.1-C PS4GASTMFh19 IW,.4V 04n7f06 33]1-20 PVC SewcrFillivgs 17— SDR-26 and 5DR-35 Gl kJt Fillix- ASTM D-3034 D-1784 crc14" " ° 33;1f-20 PVC S—,Fithr P1.1ie Trends,ln.e [;°skclad PVC Sewer Main Fite ASTMD3034 11117M RII 2 heal ft,0e PVC P' Dia,llOnd Plpslias Co mt on ASTM 18031F7M8, 3/19P20I8 ?33120 PVCJa+aeSDR 35 ASTM F679Y1912011 3 3120 PVC Sswcr Pi Pi life Jnl Sncanl SDR 26 ASTM D3034PI f!1 I Diameter E100-z CScxvvpi Rihllcd r.— V an Pi � Cadnnv an ILC,CWM Ronk Pi ASTM F 679Iwncol 8100-2 PVC Sex�erPi l-bbt,i 6rtnu io T11IL-Io',lac. Uft-Ry npmtde Sewer ASTM F6798" H100-2 PVC 9—Pip,Rihk,,[ U rxsr F,Ti Co I1110110 EICO-2 N' 1—PP s—Pi .Daubk LVv11 Ad—, d Dr"knx tsvix ApS %.The IIP rN..blaWAL(mm—h ASTM F 2736 24"-lp'• TJ10110 w co-2 Poi N lrn k'Scwcr Pi W, -Ic Wall Advanrcd Dmiii— hers ADS Sani file rn Tn klVall Pi AS-fM 12764 30"N 617" uvIwII Sled Rdrk—dPal Ih Terre Pi Corired,Cnn4mctkn Ymdurts Therese ASTM F2562 24"w 7r Pi mFlR IPP 33"31-12 lAll3 LLrcd in Plow Pi Insihfsmr'1i•,wrk Sec ASTMF 1216 05f03f99 ed iu vt—Pi Nati—I p,nv 1.(3n,a Ndiamd LieciISM)Iran 427 ASTMP-1216VDS013 05fe9N6 rrcd in Piave Pi R [04151nIJrnhna Tahnsl fnlL-US.4 inlixcr Tcchnx ASTMF 1216 Pi ehab ' I F m FJd aril Poml Mi. C)dinm Pi C S iCr1t5 Inc. I 'O3l98 JkdandR—Pi c huhuforw Teda.lnuiev.Ix. buibdnmr'TIUPI e^ ASTM F-15C4 Fold Aid Form P American Pip,A FlaskiCy,Inc, DCx,o.Pm eOnl 12W4lW I r.1d.M I—. Uhmlbrer Dll Aii—PVC All Pi bore ASTM .1504 1871 18 f,7 e6W9ft13 F.1d a,d Famrr MiUu Pi,1im Cr _ pXMmhed ASTM F-1504 F•1947 U h,Wdkaunter Pi Fnl I S.lem M 33-31- I Ptm 5 m PIM Co i.. PIM Ca _ to Wa.NJ, A vcd P—i—1 McCarr,rcllS Mee Mclnl Com[nrction Pcl Y fen, Hnaslap.Texas A rev,,[P.,ioud TRSS st<rtn TrciphlCn kanrm5 Ienr PolIf Iona Cal°a Canada A mveri Pmvioval Pipe CusingS)dCCI'S 3 U7101 ] I IA3NO2 Sm,l Raml Clrsi S w Adva,ued Prodrrels wxl Syslcros,hlc. Ca,bon Stccl Sr--Model Sl 02l03193 ;bir ebs 91.1 Casing S m Adrancrd Prodncp and Syskms,inc. Stalydcss 5tec15 er,afadel SSI 04727l87 , S crs Cnscadc LVahnvaks Mpnufxdudl Casio 5 as ON14/10 5lainkss Sleol('IsSi„g 6 tt pipeline Scat and hunlorr Slxinhss 5rwl Cash�Spscr Up to 45"<I><Ti WWII) CJatcd SIMI['oskn 5 NM r P' Inc Seal a[d Imnkror C9al d Slwc[Casi.S a U to48°<I-2, 0NIOf11 Slainlss Slccl Casio Sp— I Pux—.I 4810 Powcrclxx:A m Up to 48"<I x2b 0211WIR 1p ir,S r`. RWM SS-12[hsinS Spxcrr(SlainkxsSMIJ I31190F C.s,Spawn RWM PB.12C.ing Spaccr[Cwlcd Carbun S1w11 for MonJaresswc Pipe and Ginned(:axing in ox 33- - /08113 0225J02 Fox Lixin9 rein 9aoareise Inc SeweaGmd 2lpRS 1h CJun N210-1.33 I2114/0l p nx Lwha S_ lar"h Technical C,mtinm Frkah 2030 and 21005s iez 04i14M5 hr—DMII0 I---Pip,Cu"Il lmlumn Pmlano 401 ASTM B-117 Duerk line P4e0ol if1/]1/06 Cal' for C—d, ?"wi- Chestemn Arc 791.S1H13 SI S2 Aoki Resisaoce T- SewerA hurtkuns 8129n006 Cmrfr 1br Cum--Pn,IeeliUn Wnnen Grrvirorunelrml S-301 and M-Sol SewerA lirulliona aLn r D inn lllatmn Ir Ve5 nr sells ewer orce a nc + I,U.l1 J1,f I.h1 d„ . . •III I.".I. 1M�h?,tIM!p"grnc.c iunr - WATER Pi s13 -31-70 011081 31 AW W.A C900.AWWA C695, 01118lIS 33-11-12 PVC ITcunra s Pi C Vin lcch l'VC Pk c ASTMD1784 ]119n018 33 CPn:saum ic p'rift Jc[Srrcanrr, DT(14 AWWA C900 4°-12" L14"I91R ii I1 I. PVC r.......r'i, Pgclifi T,,a"— DT(18 AWWA C900 I6"-24" MPW:4 44 r1 13 �f€Pw N4 el- oi- r rLru'.,Ira:el 16N 14 41YA7Y 4111_ .IMxXI Pl- 4 xrr-- 7rr3Y-LY II.Ok I[Y 7,ylf{{!yr} ,h-.J{, iP1)cs1V 1v rttin ;C: Ion A1r tael -31-711 ill Rl-II C9rxhindwn Airxelease Vaisx UAlndmtics,1— EWire Ab and Vacuum Wk.,Model 935 ASTMA 126 CL—u,ASTMA V&2" Crispe Airand Vacanx,Vphxs,Mudd Ma.A5, F.1-11 Combhratiaa Air R�lwac Vahe Mn1e1"Ai--stymy Cm A10&A20 r1-11 Combination AirR&asc Valre VIw-dIYr,rCWp. APCO4143C0145Card p147C f•2"&1" pslValve slDuctil h' "tin 5 3i-I 1- IOB/l3 oWV92 G]-07 Tile Iron ri[ Srar Pi Pmd9Cts.Inc. Mec6a[dcnk laiAt FRfi AWwACIA&C[M E1�07 DWI,Iron F7rlhr C'11in Pc Pmduds Cn. AWWA(I He • EI-07 ,FkT—Fi[lin Wwe k,Pi 4Unkon Ulililbs➢;"T. Meehxrdcal Join Flnkn SSR Clasz 350 AWWAC 153.0 11G.0 Ili Oki/l Mp F3-07 w*bun Piti Si Ca. MCClrhnical Jain,Mitim 55o Cie.351 AWWA C 15),C 110 C 112 02W14 P3-07 NU rifirl Rtturasl Clms 350 0-153 M]F-riuga AWWA C153 4•-12" OV14198 E1,0 at 7 DneFle h J"w R--4r, Fond Meier BUa CrJU&F Uni-FEa Sous 1400 AWWA CI I UCI53 d"1u 36" 5114I9S F.1-24 PVC Ia R inl whainh r n1 Mder Sox 00hii+IanK Uru-Flange Series 1100 Ciwlc-Lock AWWA C II IXI53 4"l024•A> I Im9m4 Et-07 DuRik ban JrLl R—W.1,, Dw Dab.Im. Onc llblt R—,a-1 JUir4 F'w'g AWWA C I I IX4161CLS3 4"m12" OV291I2 33-11-14 Dlleliic lw.Pi cM"Iriaicpl Joint Rcslraim LRAA Imo Ire_ V,Phig Series 1100 for Di Pipcl AWWA C I I W 1161C 153 4"1,42" 0229n2 33-11-I1 PVC Pi cMeeharicd Jaknt R—_ i,R GRAA Iran im. Me I •6<riw 2000(fw PVC Pi c) AWWACIII/C,116N:153 4"In 24" M, 5l04 EI47 hlahxnicxllokn[Rtlsi—Gt ds PV Si rCo. Sign One-Lak51.Cgiv7c1 AWWA C]111CI53 V.lO" GRxif 4 EIA7 Meelxudral Juim Hewi,ler Ghmd PV Sk ,Co. Si ins nrrninl5l.CF. AWWA Ck1k1C157 12"In 24'• Mote:AN-iW ar sewer pipe larger Ihan 15•shal be approved far use bylhe Water Daparlrnerd on proj.d specfk baste.Special bedding may lh required For some pipes. Prepared 6015=18 Page2 CITY OF FORT WORTH WATER DEPARTMENTS UPDATM MIS-20M STANDARD PRODUCTS LIST Apprny2l Sec No. Classsllicatlon Manufacturer Model No. National Spec Size OBIIW99 FI-07 ""i.in a' Si Ca. S .0m Lek SLDE AWWAC153 Ardldeg Syslcm(Di.nwml Lok 21&JM Eagle 101IM0 E1-24 laterloc Reslaai.W JLw,S rpn S&H'F.61 ul Pmduars L-990) MF-1624 4"1012" 178/16/W EI-07 MeetenR-al Jofvt Fillet� SIPlndusvies Scmm ro Mscl-k.l bist Fittin, AWWAC153 4"tn24' I I/07/16 33-11-11 ikcha�daal 7euR RcUi,,G1an Sr Nee Pesduels.Inc. PVCS1a ri S-4000 ASTMA536AWWACIII 1IM7116 -I1-I1 MccMnkal J9ie1 Refine,Glands Sur Pi Produols lmc. DIPS ip Sim 3000 ASTMA536AWWACIII 03/ 8 93-II-II R1ecHuuedl Joint Rcwinc G[ des SIP Indus' Semm rc FZ Gd Joint Rsshaim(EZD Alaek F9r,DIP ASTMA536AWWAC111 1.49- OV19f1B 33-11.11 Rlcchanf®1J.mIRetainer0I.uds Sip rndusui js e,-e) EZ Cmp Jaiu[Rec[eaint(TM)Red E 0900 AS TM A536AWWA('111 4"-12" DR14 PVC Pipe 0311911E 33-11-II Afecleakd loim Rumbu-i Ghu&s SIP lmiusvkxl5naemso) EZ Grip bin[R.I,aim IUD)Rcd f,,(:9M ASTM A536 AWWA C111 bit 18 PVC Pipe BL)],T&M1J75 AND ASKETS 33-11-05 MIME Pi s/Valves&Fittin slResilien 5 I ale Valve'33-12-20 (15/13/15 Itesilkm Wcd cd Ga[c Valve calms Gears .American How Connor Series 25M Umx4n 194-20247 is, 17JIM)2 eailkm Wad Galc Ydec Auurtc-How Comm) Seiia2530 aid Sedi 2536 AWWA('515 30m mW 36" 08/31/99 Rcsilknl Wcd Gale Valsc ,\mcricm flow Conl,nl Seks 2510&2524 D94-20255 AWWAC515 10'and 24' 05/1 Rf" Resiliem Wed Gatc Valve Americanll.ea Comml Series 25 Lfi SD W-20247 AWWACS15 IV' IOR4W E1-26 Resilient Wcd Gate V.Isv American Flow Canlml Senn 25W D-ile Iran AWWA C515 4"m 12" 0105RM Resilient wed u'ax Yalvc Au-iron Flow C,mval 42"aid4R"AFC2500 AWWA C515 42'aud 49" OSl27l91 lit-26 Resilkm Wed nGare Val' Ameri-AVKC'an .4n ki,ri AVK Resilient Seadnd GV AWWA C509 a^10 12, 0124AI2 F.1-26 Resilio lured eGam Vd- A.-iron AVK C 20"aid smaller EI.26 Rcsilkn[Srarrd Gmn Vm' Kcsmcdv EI.26 Resirien[Saated[isle Vah M&H 4'-12- EI-26 Rnilkm Seated Gate Valve Mueller Ca. 4'-12' I UORf99 Resilient Wed Bate Valve Mueller S-A2361 SD6647 AWWACSIS I6' d123lO1 Rcsilicm Wed [lnm Val' M.c krCa Sceics A2360 Car 1B"-24"SD6709 AWWAC515 74'and swollen nif13A15 Resilient Wed=fJa[e V.I' MuelkrCa RSudlcr 3R'&36'U515 AWWACSIS 3n"aed 36• OUMM Resdiem%Ved,Gain Val' Mueller Co- Mbdler 41'&49"G515 AWWACSIS 42"vd48' OH2whIt El-2G R il'utW ,Gate Valve IwVa1'Lo_ AWWAC5119 4"-12^ Ih'UN94 Resit uWed CmVal' [:Inca Valve(:o. l6"RSGVISDD-2n995 AWWAC515 16, II/OR199 HI-2F Resflk..W ate Va[vc C wVaM Cbw RW Vehe SD 0.2I652 AWWA C515 24'aml 5mallr 1129ro7 ResilYm wee Gam valve r. wYahe<:a. Clow 30"&76"C-5I5 AWWACsis 7lr and 36^Nnle3 11/30/12 JRuhau Wed (late Valve Chlw VA.Ln. Clew Va3'Model Z635 AW WA C515 24',e48"Knla3 4awnl E1-26 rsilka,Se 10 Gn Valve 54xkham Yahrx&FiOin�es 4"-Ir EI-26 aesiaem Seined Gate Vd,e OS-Pip.and Fo Co. R1eV .1250 .v 5P1 NT4 3"m l6^ IMU16 33-12-20 Restlicm S.kd Gala V.Ne Ef Fasllaedanhe.Wwk nil slvwMo-s«r Ome L'.Ive&Bn.es Pi Valves&Fittin ffly Valve 3342-21 071IW14) EI-10 Ruth.,Sra cd Btntcra V' Hcn PmI1 Co. AWWA C-504 14' EI-30 Rub6m Scatal Bette Vuh: Metells,c- AWWA C.504 24"amlamv11er I/11fJO E1-30 Ruling Scand Butt"fly Valve De--k Vmves Cs. AWWA C-504 2C.,ulh tt 061I21o3 E1-10 alnafie Anxricen➢u[1ttR Vehr: 4almaiie Vahv AA Rtaouftwinnn Curt,- Vmm ae Amc,i Dutic. Vahv. AWWA C-504 U to 84'diunxtcr 09W(r/07 E1-10 Rnbbr Srusnl DNTe,fiy VAle M&II Vahv M&HS 1e4500&1450 AWWA C-504 24'ta 48' (FIM9118 331221 R,.Mx 9.1.1 A-ft 11u1. G.A.7ndi6nies f(i lden Aade-) AWWA C504 Ru14edl Valve AWIVA C-504 30 54' m tin .latinn Mf2P16 waters hn s(ahan Wate,Ph. B20 Wale,Sam lie Studs. p Aatrcl FircH drants33-12-40 OIfl5/14 IMI/ST 12-1-12 v,15-1 Pi.Hdmnt Amcrk..Darlin Valve Dnwin Nos.90-1560 94-18560 AWWAC•502 03/31/89 F-I.I2 Dry Hmrel Fire Hydmm American Dark Va1vc Slsp Dmwire K.94-12791 AW WAC-SDZ 09/3(I/87 F.-1-I1 ,,tort Pi.H min CInw Car m Slw Dmwin Na.0.191195 AWWA C-507 Ol/12hJ3 E-1-11 ❑ Itmml Fin,llydruv Amerim,AVK Cgs;atev M WM7110 ANVWA C-502 OS124fB8 E-1-12 Ire,mlrmll min Clew Cor m Dmwfn D20435.D20436➢20506 ANVWA C-502 F-1-12 Row r.fl mm ITT Ke...d Valve S nmwi No.n-80MM AWWA C-502 09124f37 E-1-12 D Ihrrd Fitt llcim. M&Ir Valve Cem wR Sha Dmwi Fl4,13476 AWWAG502 Shop➢-ft,Ko,646f 1004W F-I-12 D ll-I Fim N mnl Men:llrr('am n A423 Cennnlon .AWWA(:-SGZ ShaP UruWinS FlI-02 O1/75788 FI-12 D ➢awcl times Mueller Cum a A-433 Ccnmrbn 200 .AWWA C-502 IoRIBJ87 E-1-12 Barrel Fire H nt H.S.Pi.&Found Shp Drui.g Nn.960250 AW WA C•502 lwtGJd7 F-1.12 U Barrel lireH m Watcmus Ca Sh0 Dmwtn No_SK740803 AWWA C•502 0S/IV16 33-I2.40 Dr Bwml Fire H min FJ Ensl km-Iran Wanks Wxleriki-SCU250 r u n s 3 -I. O7!_Olfl OUIV18 33-12-10 13oubin Srm Saddle r[amac 202NSN on Comcd AWWA C500 I^-Z^SVf 10 14"Pi c 082&02 fhmble So-, Saddle Smi[h Bvir 0317 N lun UMM uouhk SI,p Saddk 0N3112 33-IMI) P-I'le Sun Serviee Saddle Mudk,con DR25DoMMe SSM &m 6UISd AA C0 1^2"SVC',o m24"Pipe 610 0 027187 ebYM.er Vales McDald o0 U4^and 1" 10/2=7 - SIn Bal Meer Valdes meDouald 4Q3AA604B.6IWNL61n0TMa9461nIM PA-awl' LYr[-0U7HI-ITIhHlahvl,It'2Fa72'Ae111 49t.11151 ht l]W4 faltlsArr-U4F4nr rxra. r.4n rin Rr r, w 4al.-7?NL AYMIrA57Pn- Y rnwnc�rerllo-r-HL1a23wrn=tAL ' +Ia1:LL1 141J1F 13h411w=11.411.tiYil+a FYld14�0u8 Y.- u2.liN1 Av Asi9h, 1-Ii7' +R.w,l4m,P■tam-14',i,Y11s34-IN"I BYJSnMI 141JYAY aye}V nhl Rlr.r Yd" k4-go 4,hr. n1144aa"Wl-UK WL AWTFAI Wk- 4' . o-3salK ,Iwwlrrur+.,wW61 wlau 1,E1s12 sw OTr 11.IAt m./c Y.1 AW144 n.J. L'40%=7h 17r,r.11J4JJ7ni AJ►.LwhF 1Tt 1' .. f.slraa.�1D1a4tu>..r+127u,kW AY VhC4*-MP Al. 1(33M11 31-12 r n.Y xe�uN W.Yd" Awe rya.to 11pWfi:lki4J6v,llrl ll lhi A4W211I I It l•11r dw";,km OLI Al. I171-MI4 r1-1JY10 unr6 ii,�Ildl M-P..w lu P-='119111,sZdnkw."hl 6Jt N H=14hn1Ft 4,Hi kF117 l' oln6m) C.Ied Ta Saddle with M ON 55 Stu JCM Iwaslri 5.he 9406 Double IAnd SS Saddle 1"-2'Ta s on o N i2" 0/5121/12 33-12-25 n Slccec Couled SIM JCM lnd,,,I. -Ina. 412Ta in Slccvx ESS AWWA C-223 111 to 30"1112"0u1 asnul1 rMpmg St-Siainlcss Steel Powcrscal 3490A5 Ire &3490MJ 4'-8' ad 16. OWW12 3342.I5 i Slave Coaled Shvl Ramne FFS Au AWWA C•223 V I,1.42"w124"Old 022W12 33.12.25 Tapp;.Slaw,Slainbss Merl Xwnac SSTSmInlessSmcl .AWWA C•223 11 m2V^ 12'IM 02/24/12 33.12.25 Tappirg 5lceve.Stainkue Smcl Ronne SST 111 St.inless Steel .AWWA C•323 U m30"w112'Uul O5fIW11 3oi.1 Re it ClAm, Pnwemesl 3232 Re11 Jnim Rewk Clam 4'tn 30" lasl6:M.le-r Aoa I.m,usite Lid Drw PbOks lee. 13FW37C-I2-IL=PAFMV Yslic MA,huv WIC slrc Lid DFW P1.1k,Inc. OB/30f06 c DFW39C4.ICPArg PanMrHmw1C siteLid DFw PI.I43 In. DFW5C•2- PAF Clan".A' Cuocmte Moor Box Doss&Ilaw CNiB37-BI21118 LID-9 Cancmm Meter Box Bass&Ha C'MR-MD1ta11416 LID-9 ncrrtc Meter Sox Bass&Ha CNIBG5-R65 I527 LlDs 9 Pol eth 1L"neEncascniC - -10 01/08/13 0511ap5 E1a3 Pot 1n Icr,a Eiwa_, H-1 Pa�1m i rutmn Fnm dace AWIVAc105 8mil LLD 051121p5 E1.13 Pal h Irnc Fnnsmcnt Mountain Slmcs Pletki M,SP and AEP led. Standard H.rdwam AWWAC:105 it"I 13.n 05/12/05 tit-ll I'o Icnc Eixasmcnt AEP fwusl.. Bulls-b Cawls.wn Bolt&G.ele[ AWWA(:105 3 it LID Nine:AI water or sewer pipe lagor than 15'shall be approved for use ble iho Water Department on purred specific basis.Special bedding may he required for scan,pipes. Prepared6flM018 Page3 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED:p.115-2 s STANDARD PRODUCTS LIST A roval Sec No. Classsificatinn Manufacturer Model No. National Spec Size 07f05f93 F101-5 13 cc—ChccFMelcr Ames Co Wed llAO Dctc ('hak Vaive AWWA C550 9"-10' eh IM4 Ki ,Pdw Vcdiml'rwbi. Hcrsc M "d,Drisv v0di"l AWWA CM,Crest 30'-6" Nuli Pm"Oflirolil 51 Pradllcts l,Rl �I> CamerPi 1.D. -2 Ab-4X"Appri pry efiscby,case hasiv c3� 30.1tch mxl la rca8 I`ass <ia Produ�lA �pve,l to 76"However C9e5 PVC Pi K and apamwd,o to 24' T 'att WWh 1cr cpa[lm:nik harMo acts i as copC f4 nnm Mlak w oath rcvi o l art-w,c mi memo orf Wart Wwr Cpadexnl s tilrcc'I Caaans ani lryconshaerronppdpl;l3. SpreiEieati frspwiepoviacts.a.a inchidcd aspannrthcCrstra,diun Canlmel Wcunnnrasds:requin.�vntsoflllc Technical Specification will_riAe the Fort W."Warerng5lHnwnl's Standard SPccif Bonsend the Fort Wonh Weser rla`.pirivi'e Sand-lll=Gal and approval of spetitiC pradtkls will be based-the requirements of alto Technical S�reeiPlW lien wltessr al no[0.specific prvducf me 1%the Fort Worth Warr DCparinMnl's Standard Spxifiemiore or is on the pod W urth W ate 12e admcnl's Sa ud mialacrs fist. iYme.y T4+I+R'Hwi if lhk4k 4MW i iolkwl�ryarna.r w,iwy...sy.Ik.1...1,,I w ,, L—vnrr•.,..r.1+r.. Note:All wator or sewer pipe larger than 15"shal be approved far use by the Walar Depalmranl on pralectspeolnc beets,spacial bedding may be regWred lasome pipes. Prepared 18 pa q Page