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Contract 52931
City Secretary Construction D Project Manager D fORTWORTll ~ CONTRACT FOR CITY SECRETARY 51'\a 31 CONTRACT NO. __ cx_1 __ _ THE CONSTRUCTION OF LOVING A VENUE CULVERT AND CHANNEL IMPROVEMENTS Betsy Price Mayor City Project No. 00626 Chris Harder, P.E. Director, Water Department David V . Magana, P.E . Dav id Cooke City Manager C ity Engineer, Transportation and Public Works Departm ent Prepared for The City of Fort Worth STORMW ATER MANAG EM ENT 2019 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STREAM WATER GROUP, INC. i:N GINEERS & PLANNERS 6 737 Brentwo o d Sta ir Rd ., Sl e . 230 Fort Worth , Toxos 76112 Phone: 8 00-4 4 6 -8076 TX Registratio n No . F-005488 CONTRACT FOR THE CONSTRUCTION OF LOVING AVENUE CULVERT AND CHANNEL IMPROVEMENTS Betsy Price Mayor City Project No. 00626 Chris Harder, P.E. Director, Water Department David Cooke City Manager David V. Magana, P.E. City Engineer, Transportation and Public Works Department OF r •• q t � r e MD SHAMSUL, AREFIN % /. ............ ................, /t 83867 ; e- I F ICENS�p I`` S G Prepared for The City of Fort Worth STORMWATER MANAGEMENT 2019 STREAM WATER GROUP, INC. {� ENGINEERS & PLANNERS 6737 Brentwood Stair Rd., Ste. 230 Fort Worth, Texas 76112 @mp Phone:800.446-8076 TX Registration No. F-005488 FORTWORTH. City of Fort Worth Standard Construction Specification Documents Adopted September 2011 000000- I STANDARD CONSTRUCTION SPECIFICATION IIOCUMFNTS Page 1 of 6 SECTION 00 00 00 TABLE OF CONTENTS Division 00 - General Conditions 0005 10 Mayor and Council Communication 0005 IS Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders 0032 15 Construction Project Schedule 0035 13 Conflict of Interest Affidavit 0041 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 0045 12 Prequalification Statement 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal Goal. 004541 00 52 43 Small Business Ent-e pFise 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 11 00 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 16 Construction Progress Schedule 01 3233 Preconstruction Video 01 3300 Submittals Ol 35 13 Special Project Procedures 01 45 23 Testing and Inspection Set vices 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 7000 Mobilization and Remobilization 01 7123 Construction Staking and Survey 01 71 23.01 Attachment A Survey Staking Standards 01 7423 Cleaning CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised February 2, 2016 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 6 01 77 19 Closeout Requirements 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: - tns://proiectpoint.buzzsaw.com/fortworthgov/Resources?public 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 03 34 13 Controlled Low Strength Material (CLSM) 0334 16 Concrete Base Material for Trench Repair 03 8000 Modifications to Existing Concrete Structures Division 26 - Electrical 260500 Common WadE Results for- Electrical. Division 31- Earthwork 31 1000 Site Clearing 3123 16 Unclassified Excavation 31 2323 Borrow 31 24 00 Embankments 31 25 00 Erosion and Sediment Control Division 32 - Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 11 33 Cement Treated Base Courses 32 1137 Liquid Treated Soil Stabilizer 32 12 16 Asphalt Paving 32 12 73 Asphalt Paving Crack Sealants 3213 13 Concrete Paving 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 14 16 Brick Unit Paving CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised February 2, 2016 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings 32 1725 Curb Address Painting 3231 13 Chain Fences and Gates 32 31 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates 3232 13 Cast -in -Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 3292 13 Hydro -Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 3303 1 0 Closed Circuit Television (CCTV) Inspection Bypass Damping of Rxisting eewef Systems I-Akat—AAffl�.7;,,...,n EleetNieal 1sel tie mxxxrnvxx¢xn� �r¢zrcccrxcuxz�oxucrozx 33 04 10 33 04 1r1 Gor-rasionrControl T esi�Stucens A ag esium-Anode Cuthodie Pfeteetion System Temporary Water Services 3304 12 33 0430 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 0450 Cleaning of Sewer Mains 3305 10 Utility Trench Excavation, Embedment, and BackfilI 3305 12 Water Line Lowering 33 05 13 Frame, Covet- and Grade Rings 33 05 14 16 Adjusting Manboles, Inlets, Valve Boxes, and Other Structures to Grade 33 05 33 05 17 33 0520 G Re fete Wate f Vai4is Concrete Collars _n. fi?e ing I ; 33 0521 330522 Tunnel ewAAte Steel Casing Pip Hand Tunneling ti Casing Tunnel Liner P! 33 0523 33 05 24 33 05 26 histall of Carrief Pipe �n or Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 1105 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 11 14 Buried Steel Pipe and Fittings 33 12 10 Water Services I -inch to 2-inch 33 1211 Large Water Meters 33 1220 ResiIient Seated Gate Valve 33 1221 AWWA Rubber -Seated Butterfly Valves 33 1225 Connection to Existing Water Mains 33 1230 Combination Air Valve Assemblies for Potable Water Systems 33 1240 Fire Hydrants 33 Q 50 Water Sample Stations 33 1260 Standafd Blow off Valve Assefffl* 33 31 12 C d ' Plaee Pipe (Cleo) CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised February 2, 2016 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 6 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanifai-y Sewers 33 3115 High Density D ly +t,ylene Pipe f r 8anitaly SOWOr 33 3120 (MPE) PoIyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 3121 333122 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe c nitaf-, S,,wef clip Lining Sanitary Sewer Service Connections and Service Line Air for Sanitary Sewer, Force Aiiains 3331 50 33 31 70 33 39 10 Combination Valve Cast -in -Place Concrete Manholes 33 39 20 Precast Concrete Manholes 333930 Fite, lass Ai1ffin-h-A- o� /mi) Fx1,,,.t.,...4pff A nn C-2-hambef (WAG) Epoxy Liners for Sanitary Sewer Structures 33 39 40 33 39 60 3341 10 ` 3 44 11 Reinforced Concrete Storm Sewer Pipe/Culverts High Density Polyethylene Pipe for Storm Drain aa- (NDP ) 33 Al 12 Fein-f -Fewo 774 o+4,lenc (SRPF) Pipe Subdrainage Qtmm Dr-ains 33 46 00 33 4601 33 46 02 Slatted Trench Drains 3349 10 Cast -in -Place Manholes and Junction Boxes r,,.-r. 33 4920 33 49 40 n,1 Drop Inlets Storm Drainage Headwalls and Wingwalls Division 34 - Transportation 3444 10 T-faffie Sig U 34 41 10.01 A as time t n-_roanteeller C >nine 34 41 1 n n-1_- A t#tehmeat B G trol for Speei fiea+ieig 34 41 11 e iggnas A '- 3A ,1pl 13 Removing Tr.,�Ffie SigSignals"-r fir 34 41 16 Pedestfian Hybrid Signal 3441 20..01A t4eri 1 I Fan Roadway humhumin io� 34 4120.02 Flee„ ., , LED Roadway Luminaires 34 44 20.03 Residential LED Roadway Luminaires 34 41 30 Aluminum Signs 3471 13 Traffic Control Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-6A6.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC 6..24 Noadiseriminafkm GR-01 60 00 Product Requirements 99 00 00 ArmorFlex Specification - Tapered CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised February 2, 2016 000000-5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 6 END OF SECTION CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENT S STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised February 2, 2016 Cray of Fort Worth, Texas Mayor and Council Communication DATE: Tua 8day, September 10, 2019 REFERENCE NO.: `M&C 19-0138 LOG NAME: OSVV LDVIN AVENUE CULVERT CHANNEL CONSTRUCTION SUBJECT, Adopt Appropriation Ordinance Increasing Estimated Receipts and Appmpriations In the Loving Avenue Channel and Culvert Improvements Project in the Amount of $3,800,000.00, from Avallable Funds in the tormwater Capllal Projects Bond Fund for the purpose of Funding Drainage Improvements and Authorize the Execution of a Contract wJth Klutz Construction. L,l__ ., In the Amnlint of 3,51 ,938.10 for Construction of Loving Avenue Channel and Culvert Improve men is (COUNCIL DI s,rRICT 2) RECO(U MEND It is recommended that the My Council; 1) Adopt the attached appropriation ordinance increasing estimated receipis and approprlations in the Loving Avenue Channel and Culvert Improvements project ( 06 6) In the amount of $3,800,000.00. frorn avDIla�ble funds In the Storrrr aster Capital projects Bond Fund (59651) for the purpose of funding drainage Improvements; aald Authorize the execution at a contract wilh Klulz Construction. L.L,C„ in the amount of $3,51 r938.10 for uonstruc6an of the Loving Avenue Channel and Culvert Improvements, DI_ U SION: The contract recommended by this Mayor and Council Communlcatlon Is for the construction of channel Improvements and a new culverl In dock 10, Lots 4 through 11. of Johnson's Addition to Rosen Heights along Loving Avenue, This projecl, is to mitigate hazardous roadway overtopping, potential home flooding, and erosion threats to homes iri the Rosen Heights neighborhood. The project was a dvartised for bids on Mary 30, 2019 and dune 6, 2019 In the Fart 1North Star Tel egrarn. On June 27th, the fallowing bids wore received: Bidders Amount KI utz Construction, L.L, C, $3,51 ,9 8,10 Fart Worth Civil Canstructors, L.L, C, $4,51 ,750,90 The contract award amount Includes a pro -established field order allowance of $110,700. Other budgel items beyond the construeion contract amount include $142,600 for material testing, inspection area as} built survey mapping, with an additional $176.000 for contingencies. The total construction budget is $3,831.538,10. Construction Is anticipated to start In The Fall of 2019, and the contract calls for 290 calendar days construction time. This project will be funded by the 2019 Stormwater Capital Project Fund and tha Storm ater Capital Projects Bond fund. M/WSE OFFICE — Klutz Construction. LLC Is in compliance wFth the City's BIDE Ordinance by cornmitting to 4.00 to MBE particlpation on this project. The City's MBE goal on this project Is 14yo. Additionally. Klutz Constructloo, LLC Is a cer(Ifled Ern/vVBE firm. This project is located in COUNCIL DISTRICT FIS AL INFORMATIOLq 1 E RTIE[CATION: The DIrector of Finance certifies that upon approval of the above recomrrrendations and adaptlon of the attached appropriation ordinance, funds will be available In the current capital budget as appropriated for the Laviing Avenue Channel and Culvert Improvements protect, in the Stormwater capital Projects Fund and the Stormwater Caplial Projects Bond Fund. Prier to an expenditure being made, the department has the responsibility of verlfy ng the availability funds. FUND IDENTIFIERS (EIQ,): Fund Department unj Project Program otivlC Budget eference # rnouln III ID Year _ _ Chartftold FROM _ Fulr~d Department Account Project ProgramActiiiviiityl Budget RGference Al Amouni !D _ ID _ Year hartfield ERT_IFICATIONS: Submitted for Q! ray ao er's. ffice..hy_ rig ng ' gam] nt Head: d tiI Infonnation Contact: Dana lurghdeff (8618) Steve Hooke (5134) Linda Young (2405) ATTAgNMENT9 1-. 00626 Compliance l gMW (CFW lnternat) 2. 1295 Form.pdf {CFW tnlermil) 3. 2QSV LQ I.N -AVENUE_Q U LV ERT Q H AMEN _QON STRU CTIO _AQ19n (Public) 4. QPN COD626 MiNGAVENUE NIAP.pAf (Publlc} 5. laving COD626 FID ab ({:F internal} . �l (CFInt$rnal) CITY OF FORT WORTH ADDENDUM NO. 1 To the Plans, Specifications & General Contract Documents LOVING AVENUE CULVERT AND CHANNEL IMPROVEMENTS City Project No. 00626 Bid Date; Thursday, June 27th, 2019 Addendum No. 1: Issued Wednesday, June 19th, 2019 This Addendum, forms part of the Plans, Contract Documents & Specifications 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, in the proposal (SECTION 00 41 00) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for LOVING AVENUE CULVERT AND CHANNEL IMPROVEMENTS, City Project No. 00626 are hereby revised by Addendum No. 1 as follows: PROJECT CLARIFICATIONS 1. Bidders shall note the City is actively seeking Temporary Construction Easements from various property owners adjacent to Channel B (Sta. 1+50 to 4+00. Temporary Construction Easements may not be acquired by construction operations. Channel catch slope modifications may be required along Channel B adjacent to these owners. If necessary, Construction Revision Drawings may be issued. 2. Concrete pavement improvements have changed to Asphalt pavement improvements. See Addendum 1 revised construction drawings. 3. The anticipated construction start date will be October 2019. 4. The Engineers Opinion of Probable Construction Cost is estimated to be at $2.4 M. 5. It is the intent that Channel "A" Improvements be constructed in two phases. i.e. Sta. 0+25 to 4+40 then 5+20 to 6+25. 6. A Pre -Bid Conference was held on June 11, 2019. Questions, responses and the sing -in sheet is included as Attachment "A". SPECIFICATIONS & CONTRACT DOCUMENTS: 1. SECTION 00 00 00 —COVER. Replace in its entirety. Updated to City Engineer, TPW. 2. SECTION 00 42 43 — PROPOSAL FORM. Replaced in its entirety. A revised Excel spreadsheet of the proposal form has been uploaded into Buzzsaw. CONSTRUCTION DRAWINGS: 1, Replace Sheet 1 with ADDENDUM I Sheet 1R. Updated Cover Sheets Index to include all addendum plan sheets ("xx"R) and city signed signature block. 2. Replace Sheet 3 with ADDENDUM 1 Sheet 3R. Updated paving improvement plan labels. LOVING AVENUE CULVERT AND CHANNEL IMPROVEMENTS City Project No. 00626 Addendum No. I, Page I of 3. Replace Sheet 4 with ADDENDUM I Sheet 4R, Remove Temporary Construction Easements Limit. 4. Replace Sheet 12 with ADDENDUM 1 Sheet 12R. Updated Prairie Avenue 8" Water limits. S. Replace Sheet 13 with ADDENDUM I Sheet 13R. Remove Temporary Construction Easements Limit. 6. Replace Sheet 14 with ADDENDUM 1 Sheet 14R, Remove Temporary Construction Easements Limit. 7. RepIace Sheet 17 with ADDENDUM 1 Sheet 17R. Updated Prairie Avenue 8" Sewer service location for recent development. 8. Replace Sheet 21 with ADDENDUM I Sheet 21R. Updated Temporary Pavement Repair to 6" Flexible Base Course. 9. Replace Sheet 24 with ADDENDUM 1 Sheet 24R. Updated 30' Street to Asphalt Roadway Section. 10. Replace Sheet 25 with ADDENDUM 1 Sheet 25R. Updated 30T" Street Cross Sections to Asphalt. 11. Replace Sheet 26 with ADDENDUM 1 Sheet 26R, Updated Prairie Avenue to Asphalt Roadway Section. 12. Replace Sheet 27 with ADDENDUM 1 Sheet 27R. Updated Prairie Avenue Cross Sections to Asphalt. 13. Replace Sheet 28 with ADDENDUM 1 Sheet 28R. Updated Loving Avenue to Asphalt Roadway Section. 14. Replace Sheet 29 with ADDENDUM 1 Sheet 29R. Updated Loving Avenue Cross Sections to Asphalt. l5. Replace Sheet 30 with ADDENDUM 1 Sheet 30R. Updated Paving Typical Sections, 16. Replace Sheet 33 with ADDENDUM 1 Sheet 33R. Channel A - Adjusted Proposed 8" Water Lowering. 17. Replace Sheet 38 with ADDENDUM 1 Sheet 38R. Channel B - Adjusted notes to include the removal of existing railroad tie retaining walls and to protect existing concrete flatwork and/or structures, 18. Replace Sheet 46 with ADDENDUM I Sheet 46R. Updated paving improvement plan labels. 19. Replace Sheet 48 with ADDENDUM I Sheet 48R. Updated maximum road closure calendar days to 150. 20. Replace Sheet 49 with ADDENDUM 1 Sheet 49R. Updated maximum road closure calendar days to 150. 21. Replace Sheet 50 with ADDENDUM 1 Sheet 50R. Updated paving improvement plan labels. 22. Replace Sheet 52 with ADDENDUM 1 Sheet 52R. Removed Concrete Pavement Construction Details and included Asphalt Pavement Construction Details. 23. REMOVE Sheet 53 from the plan set. Concrete Pavement Construction Details not needed. 24.- REMOVE Sheet 54 from the plan set. Concrete Pavement Construction Details not needed. 25. Replace Sheet 55 with ADDENDUM 1 Sheet 55R. Removed Concrete Pavement Construction Details. A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal, Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NON ONSNWItidisquon. RE EIPT l By:By: / /t Mike Bnnett, .E , PMP Company: I .01. GionU , b Projec Manager, Water Department City of Fort Worth, Texas Address:?u n Cityk Si=a e�' a LOVING AVENUE CULVERT AND CHANNEL IMPROVEMENTS City Project No. 00626 Addendum No. 1, Page 2 of 2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID 00 42 43 BID PROPOSAL ADDENDUM I Page I of 4 Sidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 1 3311.0251 8" DIP Water 3311 10 LF 115 2 3311.0261 8" PVC Water Pipe 3311 12 LF 90 3 3311.0161 6" PVC Water Pipe 3311 12 LF 16 4 3312.3003 8" Gate Valve 33 12 20 EA 3 5 3312.3002 6" Gate Valve 33 12 20 EA 1 6 3305.0003 8" Waterline Lowering 33 05 12 FA 1 7 3312.0001 Fire Hydrant and Extension 33 12 40 EA 1 8 0241.1302 Remove 6" Water Valve 0241 14 EA 3 9 0241.1510 Salvage Fire Hydrant 0241 14 EA 1 10 0330.0001 Concrete Encase Utility Pipe 03 30 00 CY 4 3201.0201 Asphalt Pvmt Repair Beyond Defined Width, 3201 17 SY 20 11 Residential - Water Improvements 3201.0400 Temporary Asphalt Paving Repair (2" HMAC 3201 18 LF 235 12 on 6" Flexible Base Course) 13 3304.0101 Temporary Water Services 33 04 30 LS 1 14 3305.0109 Trench Safety 33 05 10 LF 216 15 3311,0001 Ductile Iron Water Fittings wl Restraint 3311 11 TON 1 16 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 3 17 3312.2001 1" Water Service, Meter Reconnection 33 12 10 EA 5 18 3312,2003 1" Water Service 33 12 10 EA 5 19 3312.2004 1" Private Water Service 33 12 10 LF 75 20 3305.0202 Imported EmbedmenUBackfill, Cement 33 05 10 CY 10 Stabilized Backfill 21 3305.0203 Imported EmbedmenNBackfill, CLSM 33 05 10 CY 50 22 3305.0204 Imported EmbedmenUBackfill, Crushed Rock 33 05 10 CY 50 23 3305.0207 Imparted EmbedmentlBackfill, Select Fill 33 05 10 CY 10 24 3471.0001 Traffic Control 3471 13 MO 2 25 3125.0101 SWPPP ? 1 acre 31 2500 LS 1 26 3471.0010 City Streets / Residential Streets Closure 3471 13 MO 1 27 0171.0001 Construction Staking (Water) 01 71 23 LS 1 28 0171.0001 Construction Survey (GPS Red Line Survey) 01 71 23 LS 1 29 9999.0001 Water Construction Allowance 00 00 00 LS 1 $5,000.00 $5 000.00 Unit I - Water Line Improvements - Total RID CITY OF FORT WORTH STANDARD CON51'RUCTION SPECIFICATION DOCUMENTS FDRn Revised 20120120 o0626_LovingAve-Bid Proposal Workbook-Addendunil.As SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID 00 42 43 BIDPROPOSAL ADDENDUM I Page 2 or4 Bidder's Application Project Item Information Bidders Proposal Bidlist Item Description Specification Unit of Bid Unit price Bid Value No. Section No. Measure Quantity 1 3331.4222 16" DIP Sewer 3311 10 LF 67 ' 2 3331.4215 15" Sewer Pipe (PVC SDR-26) 3331 12 LF 132 ` 3 3331.4208 12" Sewer Pipe (PVC SDR-26) 3331 12 LF 538 ' 4 3331,4212 12" DIP Sewer 3311 10 LF 270 ' 5 3331.4115 8" Sewer Pipe (PVC SDR-26) 3331 12 LF 217 ' 6 3331.4119 8" DIP Sewer Pipe 3311 10 LF 70 e 7 9999.0003 30" Drilled Pier, Complete and In Place 03 30 00 CY 20 8 9999,0004 Pier Head for Pipe up, Complete and In 03 30 00 EA 2 Place g 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 6 10 3339.1001 4' Manhole 33 39 20 EA 12 11 3339.1002 4' Drop Manhole 33 39 20 EA 3 12 3301.0101 Manhole Vacuum Testing 33 01 30 EA 15 s 13 3137.0101 Concrete Riprap 31 37 00 SY 50 ' 14 3305-0112 Concrete Collar 33 05 17 EA 15 15 3339.1003 4' Extra Depth Manhole 33 39 20 VF 78 ' 16 3339.0001 Epoxy Manhole Liner (Warren Environmental 33 39 60 VF 95 or Chesterton) 17 3331,3101 4" Sewer Service 3331 50 EA 10 ' 18 0241.2001 Sanitary Line Grouting 0241 14 CY 10 19 3201.0113 6' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 25 20 3201.0400 Temporary Asphalt Paving Repair (2" HMAC 3201 18 LF 335 ' on 6" Flexible Base Course) 21 0241.0401 Remove Concrete Drive 0241 13 SF 1150 22 3213.0401 6" Concrete Driveway 32 13 20 SF 1150 23 3301.0001 Pre -CCTV Inspection 3301 31 LF 1o55 24 3301.0002 Post -CCTV Inspection 3301 31 LF 1294 25 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 5 ' 26 3305.0109 Trench Safety 33 05 10 LF 1310 27 3305.0202 Imported EmbedmentlBackfill, Cement 33 05 10 CY 50 Stabilized Backfill 28 3305.0203 Imported Embedment/Backfill, CLSM 33 05 10 CY 50 29 3306.0204 Imported Embed mentlBackfill, Crushed Rock 33 05 10 CY 100 30 3305.0207 Imported EmbedmentlBackfill, Select Fill 33 05 10 CY 100 31 3125.0101 SWPPP z 1 acre 31 2500 LS 1 32 3471.0010 City Streets 1 Residential Streets Closure 3471 13 MO 1 33 0171.0001 Construction Staking (Sewer) 01 71 23 LS 1 34 3471.0001 Traffic Control 3471 13 MO 4 35 9999,0005 Sewer Construction Allowance 1000000 1 LS 1 1 $15,200.00 $15 200.00 Unit 2 - Sewer Line Improvements - Total BIDI crry OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fonn Revised 20120120 00626_LovingAve-Bid Proposal Work6aok-Addendam1.xls SECTION 00 42 43 PROPOSAL FORM Willid:2.21[01:411 o] 004243 BID PROPOSAL ADDENDUM 1 Page 3 or 4 Bidder's Application Project Item Information BiddcE's Proposal Bidlist Item Desenption Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 1 3110.0101 Site Clearing (Including All Trees) 31 1000 LS 1 2 0241.0401 Remove Concrete Drive 0241 13 SF 100 3 0241.0500 Remove Fence (All Types) 0241 13 LF 250 4 0241.0550 Remove Guardrail 0241 13 LF 183 5 0241.1100 Remove Asphalt Pvmt 0241 15 SY 1601 6 0241.1300 Remove Conc Curb & Gutter 0241 15 LF 365 7 0241.2013 Remove 8" Sewer Line 0241 14 LF 71 8 0241.2014 Remove 10" Sewer Line 0241 14 LF 128 g 0241.2015 Remove 12" Sewer Line 0241 14 LF 195 10 0241.2016 Remove 15" Sewer Line 0241 14 LF 102 11 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 1 12 0241.3001 Storm Line Grouting 0241 14 CY 20 13 0241.3023 Remove 48" Storm Line 0241 14 LF 601, 14 0241.3025 Remove 60" Storm Line 0241 14 LF 130 15 0241.4401 Remove HeadwalllSET 02 41 14 EA 4 ' 16 3123.0101 Unclassified Excavation, Including 31 23 16 CY 4875 r Channelization 17 3123.0102 Fill 31 2323 CY 709 18 3137.0101 Concrete Riprap 31 3700 SY 105 19 3137.0105 Medium Stone Riprap, grouted - Including 31 3700 SY 57 Filter Fabric 20 3201.0400 Temporary Asphalt Paving Repair (2" HMAC 3201 18 LF 110 on 6" Flexible Base Course) 21 3211.0400 Hydrated Lime @ 48 LBSISY 3211 29 TN 47 22 3211.0502 8" Lime Treatment 32 11 29 SY 1890 23 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 1590 24 3212.0501 4" Asphalt Base Type B 32 12 16 SY 1590 " 25 3213.0301 4" Conc Sidewalk 32 13 20 SF 270 26 3213.0401 6" Concrete Driveway 32 1320 SF 800 27 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 822 28 3217.5001 Curb Address Painting 32 17 25 EA 5 29 3231,0112 5' Chain Link, Steel, Including Conc. Mow 3231 13 LF 350 30 3231.0211 Barbed Wire Fence, Metal Posts 32 31 26 LF 100 31 3232.0205 TxDOT Std Rel Wall - RW 1 (H) B, Including 32 32 13 SF 4694 Weep Holes and Conc. Course Aggregate 32 3291.0100 Topsoil 3291 19 CY 906 33 3292.0100 Block Sod Placement 32 92 13 SY 1176 34 3292.0450 Seeding, Hydromulch with binding agent 3292 13 SY 5122 35 3292.0500 Seeding, Soil Retention Blanket, Curlex 1 3292 13 SY 3592 36 3292.0500 Seeding, Soil Retention Blanket, Curlex III 32 92 13 SY 1530 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Tom Revised 20120120 OD626_LovingAve- id Proposal Workbook-Addanduml,xls SECTION 00 42 43 PROPOSALFORM UNITPRICE BID 00 42 43 BIDPROPOSAL ADDENDUM I Page 4 of 4 Bidder's Application Project Item Information Bidder's Proposal Bidlisi Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 37 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 6 38 3305,0107 Manhole Adjustment, Minor 33 05 14 EA 7 39 3305.0106 Manhole Adjustment, Major 33 05 14 EA 1 40 3305.0108 Miscellaneous Structure Adjustment (VVM) 33 05 14 EA 5 41 3305.0111 Valve Box Adjustment 33 05 14 EA 4 42 3341.1405 7x7 Box Culvert 3341 10 LF 210 43 3349,1000 Headwall, Box Culvert 33 49 40 CY 105 44 3441.4003 Furnish/Install Alum Sign Ground Mount City 3441 30 EA 3 Std. 45 3441.4110 Remove and Reinstall Sign Panel and Post 34 41 30 EA 2 46 3471.0001 Traffic Control 3471 13 Mo 6 . 47 3471.0002 Portable Message Sign 3471 13 WK 36 48 3471.0010 City Streets I Residential Streets Closure 34 71 13 MO 5 49 3125.0101 SWPPP ? 1 acre 31 2500 LS 1 50 9999.0000 Salvage and Reuse Ex. Mail Box (Post) 3441 30 EA 1 9999.0001 Install ACB Mats, ArmorFlex® - (Class 70 99 00 00 51 Large) or Approved Equivalent, Including Cone. Grout, SY 6257 Geotextile, Geogid and Drainage Layer- Complete and in Place 52 9999.0002 15' Gate, Steel 3231 26 EA 1 53 9999.0003 Remove Ex. Railroad Tie Retaining Wall 0241 13 LF 260 r 54 9999.0004 Furnish and Install Standard Type 111 Road 3441 30 EA 4 Closed Barricade 55 9999,0005 Furnish and Install Metal Beam Guard Fence, 00 00 00 LF 300 Including Terminal Ends 56 9999.0006 Install Pedestrian Rail (PR11) 00 00 00 LF 207 57 3125.0101 SWPPP >_ 1 acre 31 25 00 LS 1 58 0171.0001 Construction Staking (Paving & Drainage) 01 71 23 LS 1 59 9999.0007 Paving & Drainage Construction Allowance 00 00 00 LS 1 $90,500.001 $90,500.00 Unit 3 - Paving and Drainage - Total BIDI I Bid Summary UNIT 1- Water Line Improvements UNIT 2 - Sewer Line Improvements UNIT 3 - Paving and Drainage Total Bid END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPnC[FICAT[ON DOCUMENTS Form Rmsed 20120120 00626_Lovin8Avc-Bid Proposal Workbaok-Addenduml.xls CITY OF FORT WORTH ADDENDUM NO.2 To the Plans, Specifications & General Contract Documents LOVING AVENUE CULVERT AND CHANNEL 11"ROVEMENTS City Project No. 00626 Bid Date: Thursday, June 27th, 2019 Addendum No. 2: Issued Friday, June 21st, 2019 This Addendum, forms part of the Plans, Contract Documents & Specifications 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, in the proposal (SECTION 00 41 00) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for LOVING AVENUE CULVERT AND CHANNEL IMPROVEMENTS, City Project No. 00626 are hereby revised by Addendum No. 2 as follows: PROJECT CLARIFICATIONS 1. Bidders shall note, Articulating Concrete Block shall be ACB Mats, ArmorFlex® - (Class 70-T) or 'Approved Equivalent per plan detail Sheet 43. SPECIFICATIONS &z CONTRACT DOCUMENTS: 1, SECTION 00 42 43 — PROPOSAL FORM. Replaced in its entirety. Item in Bold - Unit 3, Item Number 51 - Install ACB Mats. REVISED to read... Install ACB Mats, ArmorFlex® - (Class 70-T) or Approved Equivalent... A revised Excel spreadsheet of the proposal form has been uploaded into Buzzsaw. A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the subject bidder to be considered "NONRESPONSIVE," r ultin in disqualification. RE IPT C T By: By: f Mi B ett, P.E., PMP Company:��. , %1lW J UACPr ect Manager, Water Department •pig �� City of Fort Worth, Texas Address: City: LOVING SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID 00 42 43 BID PROPOSAL ADDENDUM 2 Page t of4 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 1 3311.0251 8" DIP Water 3311 10 LF 115 2 3311,0261 8" PVC Water Pipe 3311 12 LF 90 3 3311.0161 6" PVC Water Pipe 3311 12 LF 16 4 3312.3003 8" Gate Valve 33 12 20 EA 3 5 3312.3002 6" Gate Valve 33 12 20 EA 1 6 3305.0003 8" Waterline Lowering 33 05 12 EA 1 7 3312.0001 Fire Hydrant and Extension 33 12 40 EA 1 8 0241.1302 Remove 6" Water Valve 0241 14 EA 3 9 0241.1510 Salvage Fire Hydrant 0241 14 EA 1 10 0330.0001 Concrete Encase Utility Pipe 03 30 00 CY 4 11 3201,0201 Asphalt Pvmf Repair Beyond Defined Width, 3201 17 SY 20 Residential - Water Improvements 12 3201.0400 Temporary Asphalt Paving Repair (2" HMAC 32 01 18 LF 235 on 6" Flexible Base Course) 13 3304.0101 Temporary Water Services 33 04 30 LS 1 14 3305.0109 Trench Safety 33 05 10 LF 216 15 3311.0001 Ductile Iron Water Fittings wl Restraint 3311 11 TON 1 16 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 3 17 3312.2001 1" Water Service, Meter Reconnection 331216 EA 5 18 3312.2003 1" Water Service 33 12 10 EA 5 19 3312.2004 1" Private Water Service 33 12 10 LF 75 20 3305.0202 Imported Embedment/Backfill, Cement 33 05 10 CY 10 Stabilized Back -fill 21 3305.0203 Imported Embedment/Backfill, CLSM 33 05 10 CY 50 22 3305,0204 Imported Embed mentfBackfil1, Crushed 33 05 10 CY 50 23 3305.0207 Imported Embed mentlBackfiil, Select Fill 33 05 10 CY 10 24 3471.0601 Traffic Control 3471 13 MO 2 25 3125.0101 SWPPP �- 1 acre 31 25 00 LS 1 26 3471.0010 City Streets 1 Residential Streets Closure 3471 13 MO 1 27 0171.0001 Construction Staking (Water) 01 71 23 LS 1 28 0171,0001 Construction Survey (GPS Red Line Survey) 01 71 23 LS 1 29 9999,0001 Water Construction Allowance 00 00 00 LS I 1 $5,000,00 $5,000.00 Unit 1 - Water Line Improvements - Total CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Fonn Revised 20120120 00626_LovingAva-Bid Proposal Workbook-Addendv-2.xls SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID 0042 43 BID PROPOSAL ADDLNDUM2 Page 2 of4 Bidder's Application Project Item Infonnation Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No Section No. Measure Quantity t 1 3331,4222 16" DIP Sewer 3311 10 LF 67 2 3331.4215 15" Sewer Pipe (PVC SDR-26) 3331 12 LF 132 3 3331.4208 12" Sewer Pipe (PVC SDR-26) 3331 12 LF 538 4 3331.4212 12" DIP Sewer 3311 10 LF 270 5 3331.4115 8" Sewer Pipe (PVC SDR-26) 3331 12 LF 217 6 3331.4119 8" DIP Sewer Pipe 3311 10 LF 70 7 9999.0003 30" Drilled Pier, Complete and In Place 03 30 00 CY 20 8 9999.0004 Pier Head for Pipe up, Complete and In 03 30 00 EA 2 Place 9 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 6 10 3339,1001 4' Manhole 33 39 20 EA 12 11 3339.1002 4' Drop Manhole 33 39 20 EA 3 12 3301.0101 Manhole Vacuum Testing 3301 30 EA 15 13 3137.0101 Concrete Riprap 31 37 00 SY 50 14 3305.0112 Concrete Collar 33 05 17 EA 15 15 3339.1003 4' Extra Depth Manhole 33 39 20 VF 78 16 3339.0001 Epoxy Manhole Liner (Warren 33 39 60 VF 95 Environmental or Chesterton) 17 3331.3101 4" Sewer Service 33 31 50 EA 10 18 0241.2001 Sanitary Line Grouting 0241 14 CY 10 19 3201.0113 6' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 25 20 3201.0400 Temporary Asphalt Paving Repair (2" HMAC 32 01 18 LF 335 on 6" Flexible Base Course) 21 0241.0401 Remove Concrete Drive 0241 13 SF 1150 22 3213.0401 6" Concrete Driveway 32 13 20 SF 1150 23 3301.0001 Pre -CCTV Inspection 33 01 31 LF 1055 24 3301.0002 Post -CCTV Inspection 33 01 31 LF 1294 25 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 5 26 3305.0109 Trench Safety 33 05 10 LF 1310 27 3305.0202 Imported Embedment[Backtiil, Cement 33 05 10 CY 50 Stabilized Backfill 28 3305.0203 Imported Embedment/Backfill, CLSM 33 05 10 CY 50 29 3305.0204 Imported Embedment/Backtill, Crushed 33 05 10 CY 100 30 3305.0207 Imported Embedment/Backfill, Select Fill 33 05 10 CY 100 31 3125.0101 SWPPP >_ 1 acre 31 25 00 LS 1 32 3471.0010 City Streets/ Residential Streets Closure 34 71 13 MO 1 33 0171.0001 Construction Staking (Sewer) 01 71 23 LS 1 34 3471.0001 Traffic Control 3471 13 MO 4 35 9999.0005 Sewer Construction Allowance 00 00 00 LS 1 $15,200.001 $15,200.00 [snit 2 - Sewer Line Improvements - Total BIDI CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00626_ruvingAve-[lid Proposal Workbook-Addendum2.xls St=CTION 00 42 43 PROPOSALFORM UNIT PRICE BID 00 42 43 BID PROPOSAL ADDENDUM2 Page 3 o€4 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No, Section No. Measure Quantity 1 3110,0101 Site Clearing (Including All Trees) 31 1000 LS 1 2 0241.0401 Remove Concrete Drive 0241 13 SF 100 3 0241.0500 Remove Fence (All Types) 0241 13 LF 250 4 0241.0550 Remove Guardrail 0241 13 LF 183 5 0241 A 100 Remove Asphalt Pvmt 0241 15 SY 1601 6 0241.1300 Remove Cone Curb & Gutter 0241 15 LF 365 7 0241.2013 Remove 8" Sewer Line 0241 14 LF 71 8 0241.2014 Remove 10" Sewer Line 0241 14 LF 128 g 0241.2015 Remove 12" Sewer Line 0241 14 LF 195 10 0241.2016 Remove 15" Sewer Line 0241 14 LF 102 11 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 1 12 0241.3001 Storm Line Grouting 0241 14 Cy 20 13 0241.3023 Remove 48" Storm Line 0241 14 LF 60 14 0241.3025 Remove 60" Storm Line 0241 14 LF 130 15 0241.4401 Remove Headwall/SET 02 41 14 EA 4 3123.0101 Unclassified Excavation, Including 31 23 16 CY 4875 16 Channelization 17 3123.0102 Fill 31 23 23 CY 709 18 3137,0101 Concrete Riprap 31 37 00 SY 105 3137.0105 Medium Stone Riprap, grouted - Including 31 37 00 SY 57 19 Filter Fabric 3201.0400 Temporary Asphalt Paving Repair (2" HMAC 3201 18 LF 110 20 on 6" Flexible Base Course) 21 3211.0400 Hydrated Lime @ 48 LBSISY 3211 29 TN 47 22 3211.0502 8" Lime Treatment 3211 29 SY 1890 23 3212.0302 2" Asphalt Pvmt Type D 3212 16 gY 1590 24 3212.0501 4" Asphalt Base Type B 32 12 16 SY 1590 25 3213.0301 4" Cone Sidewalk 32 13 20 SF 270 26 3213.0401 6" Concrete Driveway 32 13 20 SF 800 27 3216.0101 6" Cone Curb and Gutter 32 16 13 LF 822 28 3217.5001 Curb Address Painting 32 17 25 EA 5 29 3231.0112 5' Chain Link, Steel, Including Conc. Mow 3231 13 LF 350 30 3231.0211 Barbed Wire Fence, Metal Posts 32 31 26 LF 100 31 3232,0205 TxDOT Sld Rat Wall - RW 1 (H) B, Including 32 32 13 SF 4694 Weep Holes and Cone. Course ggqmqate 32 3291.0100 Topsoil 3291 19 CY 906 33 3292.0100 Block Sod Placement 32 92 13 SY 1176 34 3292.0450 Seeding, Hydromulch with binding agent 32 92 13 SY 5122 35 3292.0500 Seeding, Soil Retention Blanket, Curiex I 32 92 13 SY 3592 36 3292.0500 Seeding, Soil Retention Blanket, Curlex III 32 92 13 SY 1530 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00626_LnvingAvc-Bid Proposal Workbook-Addmdnm2.xls SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID 00 42 43 BID PROPOSAL ADDENDUM 2 Page 4 of 4 Bidder's Application Project Item Information Bidders Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No, Section No. Measure Quantity 37 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 6 38 3305,0107 Manhole Adjustment, Minor 33 05 14 EA 7 39 3305.0106 Manhole Adjustment, Major 33 05 14 EA 1 40 3305.0108 Miscellaneous Structure Adjustment (WM) 33 05 14 EA 5 41 3305.0111 Valve Box Adjustment 33 05 14 EA 4 42 3341.1405 7x7 Box Culvert 3341 10 LF 210 43 3349,1000 Headwall, Box Culvert 33 49 40 CY 105 44 3441.4003 Furnish/Install Alum Sign Ground Mount City 34 41 30 EA 3 Std. 45 3441.4110 Remove and Reinstall Sign Panel and Post 34 41 30 EA 2 46 3471.0001 Traffic Control 3471 13 Mo 6 47 3471.0002 Portable Message Sign 3471 13 WK 36 48 3471.0010 City Streets / Residential Streets Closure 3471 13 MO 5 49 3125.0101 SWPPP >_ 1 acre 31 2500 LS 1 50 9999.0000 Salvage and Reuse Ex. Mail Box (Post) 34 41 30 EA 1 9999.0001 Install ACS Mats, ArmorFlex® - (Class 70- 99 00 00 51 T) or Approved Equivalent, Including Conc. Grout, SY 6257 Geotextile, Geogid and Drainago Layer - Complete and in Place 52 9999.0002 15' Gate, Steel 32 31 26 EA 1 53 9999.0003 Remove Ex. Railroad Tie Retaining Wall 0241 13 LF 260 9999.0004 Furnish and Install Standard Type I Road 3441 30 EA 4 54 Closed Barricade 55 9999.0005 Furnish and Install Metal Beam Guard 00 00 00 LF 300 Fence, Including Terminal Ends 56 9999.0006 Install Pedestrian Rail (PRi 1) 00 00 00 LF 207 57 3125.0101 SWPPP is 1 acre 0171.0001 Construction Staking (Paving & Drainage) 31 2500 01 7123 LS LS 1 1 58 59 9999.0007 Paving & Drainage Construction Allowance 00 00 00 LS 1 $90,500.001 $90,500.00 Unit 3 - Paving and Drainage - Total BID Bid Summary UNIT 1 - Water Line Improvements UNIT 2 - Sewer Line Improvements UNIT 3 - Paving and Drainage Total Sid END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 00626_LavingAve-Bid Proposal Workbook-Ad4enduin2,xl5 CITY OF FORT WORTH ADDENDUM NO.3 To the Plans, Specifications & General Contract Documents LOVING AVENUE CULVERT AND CHANNEL IMPROVEMENTS City Project No. 00626 Bid Date: Thursday, June 27th, 2019 Addendum No. 3: Issued Wednesday, .Tune 26th, 2019 This Addendum, forms part of the Plans, Contract Documents & Specifications 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, in the proposal (SECTION 00 41 00) and acknowledge receipt on the outer envelope of your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The plans and specification documents for LOVING AVENUE CULVERT AND CHANNEL IMPROVEMENTS, City Project No. 00626 are hereby revised by Addendum No. 3 as follows: PROJECT CLARIFICATIONS 1. Bypass Pumping of Existing Sewer Systems shall be considered subsidiary to all other UNIT 2 — Sewer Line Improvements Bidlist Items. No Separate Pay will be made for Bypass Pumping of Existing Sewer Systems. A signed copy of the Addendum should be included in the sealed bid envelope at the time of bid submittal. Failure to acknowledge the receipt of this Addendum could cause the.subject bidder to be considered "NONRESP SIVE," resulting in disqualification. RECE ITEO*7 By: By. r t 11Mike enn .E. PMP �. Company: � 1 �/i� .ntA.S7YU{rTFOh , L LC Address: PO ado X T 2 S- �ennedal �. City: State:_ LOVING AVENUE CULVERT AND CHANNEL IMPROVEMENTS City Project No, 00626 Proj t Manager, Water Department Cit of Fort Worth, Texas Addendum No. 3, Page I of 1 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 1113 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of Loving Avenue Culvert & Channel Improvements, City 6 Proiect No. 00626 will be received by the City of Fort Worth Purchasing Office: 7 8 City of Fort Worth 9 Purchasing Division 10 200 Texas Street I 1 Font Worth, Texas 76102 12 until 1:30 P.M. CST, Thursday, DUNE 27, 2019, and bids will be opened publicly and read aloud 13 at 2.00 PM CST in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORK 16 The major work will consist of the (approximate) following: 17 UNIT l: Waterline Improvements: 18 1.95 LF -W- 8" PVC Water 19 5 EA — 1" Water Service 20 1 EA — Fire Hydrant 21 22 UNIT 2: Sanitary Sewer Improvements 23 217 LF — 8" PVC Sewer 24 70 LF — 8" DIP Sewer 25 538 LF — 12" PVC Sewer 26 207 LF — 12" DIP Sewer 27 132 LF —15" PVC Sewer 28 67 LF — 16" DIP Sewer 29 2 EA — '10"Drilled Piers 30 15 EA — 4' Manhole 31 10 EA — 4" Service 32 33 UNIT 3: Paving and Drainage 34 4875 CY — Unclassified Excavation 35 6257 SY —ACB Lined Channel 36 240 .LF — 7'x7' Box Culvert 37 427 CY — Fill 38 1154 SY - 7" Cone. Pvmt 39 525 SY — 11" Pavement Pulverization 40 525 SY — 3" Asphalt Pvmt 41 42 PREQUALIFICATION 43 The improvements included in this project must be performed by a contractor who is pre- 44 qualified by the City at the time of bid opening. The procedures for qualification and pre- 45 qualification are outlined in the Section 00 21 13 — INSTRUCTIONS TO BIDDERS. 46 47 DOCUMENT EXAMINATION AND PROCUREMENTS CITY OF FORT WORTH Loving Avenue Culvert & Channel Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised December 22, 2016 00 11 13-2 1NV1TA"I'ION TO BIDDERS Page 2 of 2 1 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 2 of Fort Worth's Purchasing Division website at lit!p://Nkw�i,.foi-twottl-itexas.gov/purchasitia/ and 3 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 4 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 5 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 6 Parties Form 1295 and the form must be submitted to the Project Manager before the 7 contract will be presented to the City Council. The form can be obtained at 8 1-ittps://www.ethics,state.tx.us/ftlinginfo/1295/. 9 10 Copies of the Bidding and Contract Documents may be purchased from Stream Water Group, 10 11 Inc., 6737 Brentwood Stair Rd., Suite 230, Fort Worth, Texas 76112, Phone: 817-446-4171. 12 13 The cost of Bidding and Contract Documents is: 14 Set of Bidding and Contract Documents with full size drawings: Not Available 15 Set of Bidding and Contract Documents with half size (if available) drawings: $75.00 16 17 PREBID CONFERENCE 18 A prebid conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 19 BIDDERS at the following location, date, and time: 20 DATE: JUNE I l., 201.9 21 TIME: 10:00 AM 22 PLACE: 200 Texas Street, Room 270 23 Fort Worth, Texas 76102 24 LOCATION: TPW Conference Room 270 25 26 27 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 28 City reserves the right to waive irregularities and to accept or reject bids. 29 30 INQUIRIES 31 All inquiries relative to this procurement should be addressed to the following: 32 Attn: Mike Bennett, P.E. PMP, City of Fort Worth 33 Email: mike.bennett cr,fortworthtexas. ov 34 Phone: (817) 392-7891 35 AND/OR 36 Attn: MD Shanlsul Arefin, P.E., Stream Water Group, Inc. 37 EmaiI: are.fin(a)streanlwatergrottp.com 38 Phone: (817) 446-4171 39 40 ADVERTISEMENT DATES 41 MAY 30, 2019 42 JUNE 6, 201.9 43 44 45 END OF SECTION CITY OF FORT WORTH Loving Avenue Culvert & Channel Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROTECT NO. 00626 Revised December 22, 2016 0021 13 - I INSTRUCTIONS TO BIDDERS Page I of 9 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 4 1. Deflued Terms 5 6 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 7 00 - GENERAL CONDITIONS. 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. Prequalification 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 htts:// roject oitit.buzzsaw.com/foitworth ov/Resources/02%20- 42 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPavin 43%20Contractor%2OPrequalification%2OProgram/PRF-QUALIFICATION%20REQ 44 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF? ublic 45 46 3.1.2. Roadway and Pedestrian Lighting — Requirements document located at; CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised August 21, 2015 002113-2 INSTRUCTIONS TO BIDDERS Page 2 of 9 htti)s://i)rojeetpoint.buzzsaw.com/fortworthaov/Resources/02%20 2 %20Construction%2ODocuments/Contractor%2OPrequalification/TPW%2OPaving 3 %20Contractor%2OPre ualification%20Pro ram/I'RE UALIFICATION%2ORE 4 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?public 5 6 3.1.3. Water and Sanitary Sewer — Requirements document located at; 7 hitps Hyroj_ectpoint.buzzsaw.com/fortworthgov/Resources/02%20- 8 %20Constructioii%2ODocuiuents/Contractor%2OPfe ualificatioil/Water%20and%2 9 OSanita!y%2OSewer%2OContractor%2OPrequalification%2OProgram/WSS%20pre 10 qual°/%20rcquirements.doc?12ublic 11 12 13 3.2. Each Bidder unless currently prequalified, must be prepared to submit to City within 14 seven (7) calendar days prior to Bid opening, the documentation identified in Section 00 15 45 11, BIDDERS PREQUALIFICATIONS. 16 17 3.2.1. Submission of and/or questions related to prequalification should be addressed to 18 the City contact as provided in Paragraph 6.1. 19 20 21 3.3. The City reserves the right to require any pre -qualified contractor who is the apparent low 22 bidder(s) for a project to submit such additional information as the City, in its sole 23 discretion may require, including but not limited to manpower and equipment records, 24 information about key personnel to be assigned to the project, and construction schedule, 25 to assist the City in evaluating and assessing the ability of the apparent low bidder(s) to 26 deliver a quality product and successfully complete projects for the amount bid within 27 the stipulated time frame. Based upon the City's assessment of the submitted 28 information, a recommendation regarding the award of a contract will be made to the 29 City Council. Failure to submit the additional information, if requested, may be grounds 30 for rejecting the apparent low bidder as non -responsive. Affected contractors will be 31 notified in writing of a recommendation to the City Council. 32 33 3.4.In addition to prequalification, additional requirements for qualification may be required 34 within various sections of the Contract Documents. 35 36 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 37 38 4.1. Before submitting a Bid, each Bidder shall: 39 40 4.1.1. Examine and carefully study the Contract Documents and other related data 41 identified in the Bidding Documents (including "technical data" referred to in 42 Paragraph 4.2. below). No information given by City or any representative of the 43 City other than that contained in the Contract Documents and officially 44 promulgated addenda thereto, shall be binding upon the City. 45 46 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 47 site conditions that may affect cost, progress, performance or furnishing of the 48 Work. 49 50 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 51 progress, performance or furnishing of the Work. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised August 21, 2015 002113-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.4. OMITTED 2 3 4.1.5. Study all: (i) reports of explorations and tests of subsurface conditions at or 4 contiguous to the Site and all drawings of physical conditions relating to existing 5 surface or subsurface structures at the Site (except Underground Facilities) that 6 have been identified in the Contract Documents as containing reliable "technical 7 data" and (ii) reports and drawings of Hazardous Environmental Conditions, if any, 8 at the Site that have been identified in the Contract Documents as containing 9 reliable "technical data." 10 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 12 the information which the City will furnish. All additional information and data 13 which the City will supply after promulgation of the formal Contract Documents 14 shall be issued in the form of written addenda and shall become part of the Contract 15 Documents just as though such addenda were actually written into the original 16 Contract Documents. No information given by the City other than that contained in 17 the Contract Documents and officially promulgated addenda thereto, shall be 18 binding upon the City. 19 20 4.1.7. Perform independent research, investigations, tests, borings, and such other means 21 as may be necessary to gain a complete knowledge of the conditions which will be 22 encountered during the construction of the project. On request, City may provide 23 each Bidder access to the site to conduct such examinations, investigations, 24 explorations, tests and studies as each Bidder deems necessary for submission of a 25 Bid. Bidder must fill all holes and clean up and restore the site to its former 26 conditions upon completion of such explorations, investigations, tests and studies. 27 28 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 29 cost of doing the Work, time required for its completion, and obtain all information 30 required to make a proposal. Bidders shall rely exclusively and solely upon their 31 own estimates, investigation, research, tests, explorations, and other data which are 32 necessary for full and complete information upon which the proposal is to be based. 33 It is understood that the submission of a proposal is prima -facie evidence that the 34 Bidder has made the investigation, examinations and tests herein required. Claims 35 for additional compensation due to variations between conditions actually 36 encountered in construction and as indicated in the Contract Documents will not be 37 allowed. 38 39 4.1.9. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 40 between the Contract Documents and such other related documents. The Contractor 41 shall not take advantage of any gross error or omission in the Contract Documents, 42 and the City shall be permitted to make such corrections or interpretations as may 43 be deemed necessary for fulfillment of the intent of the Contract Documents. 44 45 4.2. Reference is made to Section 00 73 00 — Supplementary Conditions for identification of: 46 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised August 21, 2015 0021 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 9 1 4.2,1. those reports of explorations and tests of subsurface conditions at or contiguous to 2 the site which have been utilized by City in preparation of the Contract Documents. 3 The logs of Soil Borings, if any, on the plans are for general information only. 4 Neither the City nor the Engineer guarantee that the data shown is representative of 5 conditions which actually exist. 7 4.2.2. those drawings of physical conditions in or relating to existing surface and 8 subsurface structures (except Underground Facilities) which are at or contiguous to 9 the site that have been utilized by City in preparation of the Contract Documents. 10 11 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 12 on request. Those reports and drawings may not be part of the Contract 13 Documents, but the "technical data" contained therein upon which Bidder is entitled 14 to rely as provided in Paragraph 4.02. of the General Conditions has been identified 15 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 16 responsible for any interpretation or conclusion drawn from any "technical data" or 17 any other data, interpretations, opinions or information. 18 19 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 20 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 21 exception the Bid is premised upon performing and furnishing the Work required by the 22 Contract Documents and applying the specific means, methods, techniques, sequences or 23 procedures of construction (if any) that may be sbown or indicated or expressly required 24 by the Contract Documents, (iii) that Bidder has given City written notice of all 25 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 26 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 27 etc., have not been resolved through the interpretations by City as described in 28 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 29 and convey understanding of all terms and conditions for performing and furnishing the 30 Work. 31 32 4.4. The provisions of this Paragraph 4, inclusive, do not apply to Asbestos, Polychlorinated 33 biphenyls (PCBs), Petroleum, Hazardous Waste or Radioactive Material covered by 34 Paragraph 4.06. of the General Conditions, unless specifically identified in the Contract 35 Documents. 36 37 5. Availability of Lands for Work, Etc. 38 39 5.1. The lands upon which the Work is to be performed, rights -of -way and easements for 40 access thereto and other lands designated for use by Contractor in performing the Work 41 are identified in the Contract Documents. All additional lands and access thereto 42 required for temporary construction facilities, construction equipment or storage of 43 materials and equipment to be incorporated in the Work are to be obtained and paid for 44 by Contractor. Easements for permanent structures or permanent changes in existing 45 facilities are to be obtained and paid for by City unless otherwise provided in the 46 Contract Documents. 47 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROTECT NO. 00626 Revised August 21, 2015 0021 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 5.2.Outstanding right-of-way, easements, and/or permits to be acquired by the City are listed 2 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 3 of -way, easements, and/or permits are not obtained, the City reserves the right to cancel 4 the award of contract at any time before the Bidder begins any construction work on the 5 project. 6 7 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 8 way, easements, and/or permits, and shall submit a schedule to the City of how 9 construction will proceed in the other areas of the project that do not require permits 10 and/or easements. 11 I2 6. Interpretations and Addenda 13 14 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 15 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 16 received after this day may not be responded to. Interpretations or clarifications 17 considered necessary by City in response to such questions will be issued by Addenda 18 delivered to all parties recorded by City as having received the Bidding Documents. 19 Only questions answered by formal written Addenda will be binding. Oral and other 20 interpretations or clarifications will be without legal effect. 21 22 Address questions to: 23 24 City of Fort Worth 25 200 Texas Street 26 Fort Worth, TX 76102 27 Attn: Mike Bennett, P.E., PMP, City of Fort Worth 28 Fax: (817)392-7854 29 Email: mike.bennett@fortworthtexas.gov 30 Phone: (817) 392-7891 31 32 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 33 City. 34 35 Addenda or clarifications may be posted via Buzzsaw at 36 littps_////proj ectpoint.buzzsaw. com/fortwortli;gov/Advertised/00626%20- 37 %20Loviii%2OAvenue%2OCulvert%20and%2OChannel%201m rovements? ublic 38 39 6.3. A prebid conference may be held at the time and place indicated in the Advertisement or 40 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 41 Project. Bidders are encouraged to attend and participate in the conference. City will 42 transmit to all prospective Bidders of record such Addenda as City considers necessary 43 in response to questions arising at the conference. Oral statements may not be relied 44 upon and will not be binding or legally effective. ELI 46 7. Bid Security 47 48 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 49 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 50 the requirements of Paragraphs 5.01 of the General Conditions. 51 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL. IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised August 21, 2015 0021 13 - 6 INSTRUCTIONS TO BIDDERS Page 6 of 9 1 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 4 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times 10 The number of days within which, or the dates by which, Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. 14 15 9. Liquidated 'Damages 16 Provisions for liquidated damages are set forth in the Agreement. 17 18 10. Substitute and "Or -Equal" Items 19 The Contract, if awarded, will be on the basis of materials and equipment described in the 20 Bidding Documents without consideration of possible substitute or "or -equal" items. 21 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 22 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 23 City, application for such acceptance will not be considered by City until after the Effective 24 Date of the Agreement. The procedure for submission of any such application by Contractor 25 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. of the General 26 Conditions and is supplemented in Section 01 25 00 of the General Requirements, 27 28 11. Subcontractors, Suppliers and Others 29 30 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 31 12-2011 (as amended), the City has goals for the participation of minority business 32 and/or small business enterprises in City contracts. A copy of the Ordinance can be 33 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 34 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 35 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 36 Venture Form as appropriate. The Forms including documentation must be received 37 by the City no later than 2:00 P.M. CST, on the second business days after the bid 38 opening date. The Bidder shall obtain a receipt from the City as evidence the 39 documentation was received. Failure to comply shall render the bid as non- 40 responsive. 41 42 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 43 or organization against whom Contractor has reasonable objection. 44 45 12. Bid Form 46 47 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 48 obtained from the City. 49 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECTNO. 00626 Revised August 21, 2015 0021 13-7 INSTRUCTIONS TO BIDDERS Page 7 of 9 1 12.2, All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 4 price item listed therein. In the case of optional alternatives, the words "No Bid," 5 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required. All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals, the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner, whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37 — Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed 46 envelope, marked with the City Project Number, Project title, the name and address of 47 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system, the sealed envelope shall be enclosed in a separate 49 envelope with the notation 'BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROTECT NO.00626 Revised August 21, 2015 0021 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 9 1 14. Modification and Withdrawal of Bids 2 3 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 4 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 5 must be made in writing by an appropriate document duly executed in the manner 6 that a Bid must be executed and delivered to the place where Bids are to be submitted 7 at any time prior to the opening of Bids. After all Bids not requested for withdrawal 8 are opened and publicly read aloud, the Bids for which a withdrawal request has been 9 properly filed may, at the option of the City, be returned unopened. 10 11 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 12 time set for the closing of Bid receipt. 13 14 15. Opening of Bids 15 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 16 abstract of the amounts of the base Bids and major alternates (if any) will be made available 17 to Bidders after the opening of Bids. 18 19 16. Bids to Remain Subject to Acceptance 20 All Bids will remain subject to acceptance for the time period specified for Notice of Award 21 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 22 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 23 24 17. Evaluation of Bids and Award of Contract 25 26 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 27 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 28 and to reject the Bid of any Bidder if City believes that it would not be in the best 29 interest of the Project to make an award to that Bidder, whether because the Bid is 30 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 31 meet any other pertinent standard or criteria established by City. City also reserves 32 the right to waive informalities not involving price, contract time or changes in the 33 Work with the Successful Bidder. Discrepancies between the multiplication of units 34 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 35 between the indicated sum of any column of figures and the correct sum thereof will 36 be resolved in favor of the correct sum. Discrepancies between words and figures 37 will be resolved in favor of the words. 38 39 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 40 among the Bidders, Bidder is an interested party to any litigation against City, 41 City or Bidder may have a claim against the other or be engaged in litigation, 42 Bidder is in arrears on any existing contract or has defaulted on a previous 43 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 44 Bidder has uncompleted work which in the judgment of the City will prevent or 45 hinder the prompt completion of additional work if awarded. 46 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised August 21, 2015 0021 13 - 9 INSTRUCTIONS TO BIDDERS Page 9 of 9 1 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs, maintenance requirements, performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 10 17.3. City may conduct such investigations as City deems necessary to assist in the 11 evaluation of any Bid and to establish the responsibility, qualifications, and financial 12 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization, work of a value not less than 17 35% of the value embraced on the Contract, unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the Iowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded, City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of,City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 18. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised August 21, 2015 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 1 of 10 1 SECTION 00 32 15 2 CONSTRUCTION PROJECT SCHEDULE 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Project Schedule 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None, 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 -- General Requirements 13 D. Purpose 14 The City of Fort Worth (City) is committed to delivering quality, cost-effective 15 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 16 properly structured schedule with accurate updates. This supports effective monitoring 17 of progress and is input to critical decision making by the project manager throughout 18 the life of the project. Data from the updated project schedule is utilized in status 19 reporting to various levels of the City organization and the citizenry. 20 21 This Document complements the City's Standard Agreement to guide the construction 22 contractor (Contractor) in preparing and submitting acceptable schedules for use by the 23 City in project delivery. The expectation is the performance of the work follows the 24 accepted schedule and adhere to the contractual timeline. 25 26 The Contractor will designate a qualified representative (Project Scheduler) responsible 27 for developing and updating the schedule and preparing status reporting as required by 28 the City. 29 30 1.2 PRICE AND PAYMENT PROCEDURES 31 A. Measurement and Payment 32 1. Work associated with this Item is considered subsidiary to the various items bid. 33 No separate payment will be allowed for this Item. 34 2. Non-compliance with this specification is grounds for City to withhold payment of 35 the Contractor's invoices until Contractor achieves said compliance. 36 1.3 REFERENCES 37 A. Project Schedules 38 Each project is represented by City's master project schedule that encompasses the 39 entire scope of activities envisioned by the City to properly deliver the work. When the 40 City contracts with a Contractor to perform construction of the Work, the Contractor CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2019 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 l : 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 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2019 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 alignment with the WBS structure in Section I A.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) CPM method. The Contractor's schedule will align with the requirements 43 of this specification and will be cast 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 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule File Name Format: City Project Number _Project Name —Baseline Example: 101376 North Montgomery Street HMAC_BaseIine • Progress Schedule File Name Format: City Project Number —Project Name_YYYY-MM Example: 101376 Nortb Montgomery Street HMAC 2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number_Project Name PN_YYYY-MM Example: 101376 North Montgomery Street HMAC PN 2018_01 C. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • Aviation • Neighborhood Streets • Sidewalks (later) • Quiet Zones (later) • Street Lights (later) • Intersection Improvements (later) • Parks • Storm water • Street Maintenance • Traffic • Water D. Schedule Calendar The City's standard calendar for schedule development purposes is based on a 5-day workweek and accounts for the City's eight standard holidays (New Years, Martin Luther King, Memorial, Independence, Labor, Thanksgiving, day after Thanksgiving, Christmas). The Contractor will establish a schedule calendar as part of the schedule development process and provide to the Project Control Specialist as part of the basis for their schedule. Variations between. the City's calendar and the Contractor's calendar must be resolved prior to the City's acceptance of their Baseline project schedule. E. WBS & Milestone Standards for Schedule Development The scope of work to be accomplished by the Contractor is represented in the schedule in the form of a Work Breakdown Structure (WBS). The WBS is the basis for the development of the schedule activities and shall be imbedded and depicted in the schedule. CITY OF FORT WORTH LOVING AVENUE CULVERT' & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 The following is a summary of the standards to be followed in preparing and maintaining a schedule for project delivery. 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 I - 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-basclined schedule is submitted by the Contractor within ten workdays 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 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2019 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 6 of I0 WBS Code WSS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXX.40 ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure I. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. Activity ID Activity Name Design 3020 Award Design Agreement 3040 Issue Notice To Proceed - Design Engineer 3100 Design Kick-off Meeting 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3150 Peer Review Meeting/Design Review meeting (technical) 3160 Conduct Design Public Meeting # 1. (required) 3170 Conceptual Design Complete 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, Parks, Storm Water, Water & Sewer 3250 Conduct Design Public Meeting ##2 (required) 3260 Preliminary Design Complete CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECII:ICATION DOCUMENTS CITY PROTECT NO. 00626 Revised JULY 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 11 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 #4 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 SUBNIITTALS 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 A. Schedule Submittal & Review The City's Project Manager is responsible for reviews and acceptance of the Contractor's schedule. The City's Project Control Specialist is responsible for ensuring alignment of the Contractor's baseline and progress schedules with the Master Project Schedule as support to the City's Project Manager. The City reviews and accepts or rejects the schedule within ten workdays of Contractor's submittal. I. Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS Project for scheduling purposes, the schedule information must be submitted in .xls or .xlsx format in compliance with the sample layout (See Specification 00 32 115.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial & Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose within ten workdays of the Notice of Award. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format & WBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing (within five workdays) their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule (Progress Schedule) by the last day of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re -submits the corrected Progress Schedule within 5 workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete • Float • Activity Logic (dependencies) • Critical Path • Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date B. Monthly Construction Status Report The Contractor submits a written status report (referred to as a progress narrative) at the end of each month to accompany the Progress Schedule submittal, using the standard format provided in Specification 00 32 15.3 Construction Project Schedule Progress Narrative. The content of the Construction Project Schedule Progress Narrative should be concise and complete to: • Reflect the current status of the work for the reporting period (including actual activities started and/or completed during the reporting period) • Explain variances from the baseline on critical path activities • Explain any potential schedule conflicts or delays • Describe recovery plans where appropriate • Provide a summary forecast of the work to be achieved in the next reporting period. C. Submittal Process CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 0 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 i 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 SUBMITTALS/INFORMATIONAL 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 15.4 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 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2018 00 32 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE —BASELINE, EXAMPLE Page I of 5 1 SECTION 00 32 15.1 2 CONSTRUCTION PROJECT SCHEDULE — BASELINE EXAMPLE 3 PART1- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the baseline for the project. This version of the schedule is referred to as a "baseline" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a baseline schedule. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. 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', , I tl �'].I"/ - N r•l a Yp4 6 6y Vr ', . ro.ii: O ii CITY OF FORT WORTH LAVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO, 00626 Revised JULY 20, 2018 I 00 32 15.1 -0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 4 of 5 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00026 Revised JULY 20, 2018 003215.1-0 CONSTRUCTION PROGRESS SCHEDULE —BASELINE EXAMPLE Page 5 of 5 I END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2018 00 32 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page 1 of 4 1 SECTION 00 32 15.2 2 CONSTRUCTION PROJECT SCHEDULE — PROGRESS EXAMPLE 3 PARTI 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 8 CFW Specification 00 32 15 Construction Project Schedule for details and requirements 9 regarding the Contractor's project schedule. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2018 003215.2-0 CONSTRUCTION PROGRESS SCHEDULE —PROGRESS EXAMPLE Page 2 of 4 �' r r : : s ......-....._. ........ i...—.-�— '------�-------- ------------•--- 1 1 . r r 1 I I I I I I N I CA " EE �f `-----------;--------.'_..._.._ ------------ .f.._...-•--•;----...-.•�••-.•-••.-+, F.—------- {--- —..__.f----------- 1 -•.-.._..p..._.._...�_•_••------,-•---•-••+-•--•-••-•+---------- F--------- A..--•-•----;--- —..}..-.._...y.....................p..........;...........f......._..�.---------- �___ '�,{-•--..._..{.._.._---_------ .. r r---•-•-- ------------- ---- ------------------ --------- .--._ I ----- I ..--- I -------- -------'- -__•._ _....-.--•-•- --------- '--------' ----._ '. ........ .......... ...•--•-•-Y------- .------------------------------ ----.--.---:------.-. 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':,T ' -•:;fr Lii1 2 .-. i ?�r p W3 ' _ 'I. ❑Fpy O C. Q Oa {} O - i I 'd P A %r 0 'iJ Z] Q 0 x0 Q �] G ai a O P 0 i. I.a C r., iu y , m� .r y� n' - 1a nJ ' . Li �'f i �i Iw ry In ` i ;' • ..ara .II? 0 n I JW I I I 4 4 N r . • � _ Vl c- I' s`, gam' 1+ S I I ,4' 3I � ''�-. .:L � r 11' 4 -1 F fO V � � y �1 `al�,'�,;r:��Y, ¢ P.. w CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2018 0 003215.2-0 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page 3 of 4 --------- — ------------------------------- T ........... . ........................................ - ---------- ---- c� t ---------- t --------- I ---------- --------- t ......... .......... t ......... 1------------- .......... 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L CITY Or FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO- 00626 Revised JULY 20, 2018 2 3 4 0032 15.2 - 0 CONSTRUC`ION PROGRESS SCHEDULE —PROGRESS EXAMPLE Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2018 003215.3-0 — PROGRESS NARRATIVE Page 1 of 1 SECTION 00 32 15.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Company Name: City Project No: Engineer's Project No: City Project Manager: Engineer's Project Manager: A. List of activities accomplishes 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) t$. LIST of activities to ne accompiisnea in the next 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) 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 TPW Official Release Date: 7.20.2018 Page 1 of 1 00 32 I5.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 1 of 7 1 SECTION 00 32 15.4 2 CONSTRUCTION PROJECT SCHEDULE — SUBMITTAL PROCESS 3 PARTI- GENERAL 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 The following information provides the process steps for the Contractor to follow for submitting a project baseline or progress schedule for a capital project to the City of Fort Worth. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. If you are not a registered CFW Buzzsaw user, please email or contact: Fred Griffin, Buzzsaw Administrator City of Fort Worth Fred.Griffin@fortworthgov.org 817-392-8868 Using your registered usemame and password log into the City's Buzzsaw Site httt)s:Hprojectpoint.buzzsaw.com/client/fortworthl4ov Navigate to your Project Folder. Verify that your Project ID and Project Name are consistent with Project Folder Name. Navigate to the Schedule Directory under your Project Folder. The 0070 1 -Flaxseed Drainage Improvements project is used for illustration. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2018 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 a sJ r de . X,� 7c rr-Ay �+r.rrrrnlrgov - @177A4n i F—i 0032 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE —SUBMITTAL PROCESS Page 2 of 7 wr 'C _3J 04A of 6 :c I'71 . _ [a nr lul--'... L..-.IV I.." V. T t + 1 FA Fay -31 L i In Ewr.ie,wises t f�trac *[N ti on I� r 1 L_[ cntidwtS -JI C;Tractor I L_j Lirrespondence _7 General.Contrace ; o, rhd + LJ u 1nIllrrcis It. r l P" Propel I4 4: 'ill® CJ Lw" .�. o2w-w6AeW""C+s-NalCodtrS + 0079S - LAm VA" Clrlkal C�i�i . � 04Ji4 - ItO+rI �v,Wj3 � {F_,<1r 9my + OOh7G-LMn��}Unges S@ilsk Nee + � nnilrF-9.i�sx.%�gellape,rlo-ac 60M - hkw+ar ay lam [w Ta L � .. 0p240 - 6rkt Rod - kyaV 11wl I.— rL . tI M?ifl-Ld,rhyM F M 00M 61rErtl !m . C3M7+97- ryat� y RDA -Alw bJ ,. I., mio. _.�.. .A Y h .i�. i 1 �+ lFFrtr4 iFr.}r d} ihWMF. 2 Krvndll x iNE17 ;01r4. ?cr [%)M.-rh..%& .F Wq Two files will be uploaded for each submittal. A native schedule file format either Primavera .xer or MS Project .mpp and a PDF version of the schedule will be uploaded Verify that the file name contains the 5-digit Project ID, Project Name, and Submittal Date and follows the standard naming convention. Initial schedule submittal will be labeled as `Baseline' for example: 00701-FlaxseedDrainagelmprovements-Baseline Schedule submittal updates will be labeled with Schedule Submittal Date `YYYY_MM' for example: 00701-FlaxseedDrainageImprovements-2009 01 Expand or select the Schedules folder and add both the native file and PDF file to the directory. From the Toolbar Select ©Add Document CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2018 J 2 3 4 5 6 7 8 9 10 Fife Lit Yeew reels stab ja _J.Md - E q'. Drarr+rat 131ISp i'R 1�1 1¢ote �rY 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 3 of 7 .fir =h V lCr I IOMAl ,I0 W 0070i _ .e_cl Arrlra JI a: mel 4 n J Sid Forms Bid Responses u Construction CJ Contractor CJ Correspondence i+. CJ General Contract Documents and Spec, :r r j Project Drawings Ld CJ Public Meetings R rJReal Prop erty 5tl:er ' _ [ndex,xls J Uoones L+ '� 00705-UroanVillages CentralCluster Six I t+ C'd 00705 - Urban Villages Central Cluster Sou' 'i 1 j 00706 - Urban tillages SE Cluster Ber i2iV I- U 00706 - Urban V-I ages 5E Cluseer Near Eas H 0 00730 - Sanitary Sei Rehab Contract L? It. 1b 00755 - Mesquite Rd 2004 CIP Year 1(Dee � j 00766 -li Road - Bryant Irvin to Grarib. OU77D-Lebow Channel +,7 00786 -Summer Creek &Sycamore School ,• - Rtd Grtffirl idr!111114 Mrcrosar Select Browse and go to the location of the files on your desktop. 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Free Sound Recorder FreeSaundRecorder,exe FkI; sssConnect fLaptop5eanity iTunes Q. login.]PG 1 Mo-osoftthsio Verson 2002Inside DuteBook a" NetMeeting CL i WPl�eieduk �_. _ F"rwBR I NE FI*rdhw Irn Flex r.'i. .. - Z�-ce' The file will appear in the Buzzsaw Add to Project — Select Documents window Select Next CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised JULY 20, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Do not select Finish at this time, Do -a-Bents AHmdi Cnmment dhJ� kma' 0032 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 4of7 ,< L3 UWt "mis b:, &M I* Lind m*tl xnh *.rt. You tr a6a ok Ica bb menr 1cela r rWwriej: F -�1 IpJ kan LW -di L- -I_ u%gumlivitl and ... t17jz:, 74aw You will be placed into the Attach Comment window to enter a record into the Project Schedule Submittal Log. Enter the Project ID -Project Name -Submittal in the Subject Line. Type Submittal and Company Name into the Comment window along with Contact Name and Contact Phone Number. Select Next. Crmkaaoi'weautwat be[ameeerrdmimwAenfici etheYrgaddad. this ii. p Is aph wgi islect Documents I &dd towda t to rsw dwx%W ♦ r Attrch Com Jment I B . J 8 I I L-n Lipd 1k L:1 J m—Al i r l I EAM. — ,5p-_1; I00701-FlaxseedDrailtagelmpmvements-Baseline IhbaRupun (Baseline Schedule Luumittal from Company Name` r:ontact Name I intact Phone ; )r Jpdate Schedule Submittal fi-om'Company Name' for work performed up to January 31, 2009 .oniact Name 'Itmtact Phonel I fx' I RYIt, 15 _ C.,xe I I" P _ 16 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20, 2018 LOVING AVENUE CULVL-WF & CHANNEL IMPROVEMENTS CITY PROJECT NO. 00626 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 5 of 7 You will be placed into the Send Email Notification window. Select To and the Select Recipients window will appear with a list of Project Contacts. Select the Project Manager as the To Recipient and the Project Controls Group as the Copy Recipient. ... .. i ..: in i,iiY■� P6, -rlarl i w,��h f 1+ r -1 _L_ I1 _ 48iRYi ii, uecd _ — — — i i .. . i Li- 1 ' i. 1 To.,yS T... _ T-1 n T. 5... G.... Ne... P.,... T ,, ] ]M Ne VIC n -d 5F ,- !trster Srx l a21... V... N... B &... W.... Vmdd... Y.., T,,. CF.,, zi2 ,. .. Y.T—s wt T.,, CF.,, ils..- Prn... Weds ... W... V... 1A.— N. P.L. NlcndY .. Ne.,. F. P51 11l... 25[N F... .... F.,. No.., N.... cN... rottlel... FRS.. M... Ntf... FG— ... G... CFF ... 1/7 &1... �i YF�a, r}Fdt'i Fern ...... ..... I r, I �pYtn�.•kcon Select the Paste Comment button to copy the Comment into the body of the email Select Finish. CITY OF FORT WORTH LOVING .AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2018 1 2 3 4 5 6 7 8 9 10 11 12 13 14 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBNflT 'AL PROCESS Page 6 of 7 "I �5erddwimotherp4efiuerahfw4Ia7tlYrrxawr4lbsdf �lrGsl�pKaVtnn4 5N.ect Documents A ReCh Comment -L I —.I ---I I * �. F Kend Fnln II ice-.. f1Fred Griffin hlatldlc�lton —� — t... I Project Controls Team 5A 51k tl 100701flaxseedDrainage>iairovements-8asdhi! 3ase ; t Schedule Sut m ttai from'Company Name' :ontact Name Contact Phone Dr Update Schedule Submittal from'Company Name' fur work performed up to January 31, 2009 r Contact Name �Gntact Phone � ..9i!k I I Fl,il. I Ck,-d I Hob The schedule file is uploaded to the directory. An email is sent to the City's Project Manager and Project Control Specialist. X AN hr rr .�} IO'. laHNOov � .. -• • L�I t4.ti1-tio�r..d6suge I � dI I L7J Poi:-F it U p.1.1 m. es LL LJ CO Sdtanr5 LJ Cantractor I..,J CorresPon6ence . L,-I General Cmt4JNwwbi"SM ' I,;.J Nr*l D r-qr Rb= hiekige IIEIJA qr �srim es rFl, 5clwo f Index 5i9 i DM5- Ubaa u�alliLs CwiuwC,,L, 4.I 'W705 Libmw4wSrrlubtbalrs� W705 -vbm YJAW EE OLrW I14rr4ll• i LkM .ulul Ytroes cF Ctad INi kw + 4"717-Say WY Sk-n K-WIUntrsvu + f1avES ar.4,a pd a�Flx�ri� IOU + p97fi .QrlL Faad -�i1�11�5`ImrH'tl� . hi7Fl I�Ir Ck—el y Upload the PDF file using the same guideline. --- — Fww" Fred G.M. 16.12+1 11dlWmnOr Auble Nan... 7x277--rAFile SIT5"N" &Y END OF SECTION CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JULY 20, 2019 0032 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised DULY 20, 2018 003513 BID FORM Page 1 of 1 SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent (hereinafter referred to as "You") to a City of Fort Worth procurement may be required to complete a Conflict of Interest Questionnaire (the attached CIQ Form) and/or a Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) pursuant to state law. You are urged to consult with counsel regarding the applicability of these forms to your company. The referenced forms may be downloaded from the links provided below. htto:/ANww.ethics.state.tx. us/forms/CIQ. pdf httr)://www.ethics.state.tx.us/forms/CIS.i)df ❑ CIQ Form does not apply 0 CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form does not apply ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: Klutz Construction LLC P.O.Box 185 Kennedale, Texas 76060 END OF SECTION By: arle ut Signature: , )d7t ' Title:lananaging Partner, Klutz Construction LL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 LovingAve-Bid Proposal 0041 00 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS (Loving Avenue at 30th Street) City Project No.: 00626 Units/Sections: Unit 1 - Waterline Improvements Unit 2 - Sewer Improvements Unit 3 - Paving and Drainage 1. Enter Into Agreement The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made (a) to influence the bidding process to the detriment of City (b) to establish Bid prices at artificial non-competitive levels, or (c) to deprive City of the benefits of free and open competition. c. "collusive practice" means a scheme or arrangement between two or more Bidders, with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non-competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150521 LovingAve-Bid Proposal 00 41 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. Prequalifcation The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Transmission, Urban/Renewal, 8-inch diameter and smaller b. Sewer Interceptors, Urban/Renewal, 24-inches and smaller c. Asphalt Paving Construction/Reconstruction (LESS THAN 15,000 square yards) d. Concrete Paving Construction/Reconstruction (LESS THAN 15,000 square yards) 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 290 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. S. 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 J 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 J e. MWBE Forms (optional at time of bid) f. Prequalification Statement, Section 00 45 12 J g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 LovingAve-Bid Proposal 0041 00 BID FORM Page 3 of 3 subject to verification andlor modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Evaluation of Bid Items UNIT 1 - Water Line Improvements UNIT 2 - Sewer Improvements UNIT 3 - Paving and Drainage Total Bid 7. Bid Submittal This Bid is submitted on June 27, 2019 Res ctfully Wbmitd By: (Signature) Charles M. Klutz (Printed Name) Title: Managing Partner Company: Klutz Construction LLC Address: P.O. Box 185 Kennedale, Texas 76060 State of Incorporation: Texas Email: Charlie __I lutzconstruction.com Phone: 817.561.5591 END OF SECTION $149, 575.00 $506,281.00 $2,855,312.10 $3, 511,168.10 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: 1� Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 LovingAve-Bid Proposal Aransen, Max From: Charlie Klutz <kiutzconstruction@sbcglobal.net> Sent: Thursday, July 11, 2019 4:43 PM To: Aransen, Max Subject: Re: Loving Bid Tab Error To whom it may concern. I acknowledge that in the proposal for Loving Ave Culvert and Channel Improvements there was an error. Unit I item 2 should have read 8" PVC Water Pipe, ninety (90) linear feet, not the eighty (80) that was in the proposal. This will change the total for Unit I by $1770.00. The new total for Unit I shall be $151,345.00. This will also change the total for the entire project to $3,512,938.10 Charles Klutz Managing Partner, Klutz Construction 11c. SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID 00 42 43 BID PROPOSAL Page I oP6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 1 3311.0254 8" DIP Water, CLSM Backfill 33 11 10 LF 1 115 $193.00 $22,195.00 2 3311.0261 8" PVC Water Pipe 33 11 12 LF 80 $177.00 $14,160.00 3 3311.0161 6" PVC Water Pipe 3311 12 LF 16 $169.00 $2,704.00 4 3312.3003 8" Gate Valve 33 12 20 EA 3 $1,500.00 $4,500.00 5 3312.3002 6" Gate Valve 331220 EA 1 $1,100.00 $1,100.00 6 3305.0003 8" Waterline Lowering 33 05 12 EA 1 $7,000.00 $7,000.00 7 3312,0001 Fire Hydrant and Extension 331240 EA 1 $3,700.00 $3,700.00 8 0241.1302 Remove 6" Water Valve 0241 14 EA 3 $150,00 $450.00 g 0241.1510 Salvage Fire Hydrant 0241 14 EA 1 $3%00 $350.00 10 0330.0001 Concrete Encase Utility Pipe 03 30 00 CY 4 $350.00 $1,400.00 11 3201,0201 Asphalt Pvmt Repair Beyond Defined Width, 32 01 17 SY 20 Residential - Water Improvements $84.00 $1,680.00 12 3201.0400 Temporary Asphalt Paving Repair (2" HMAC 32 01 18 LF 235 on 6" CTB) - Water Improvements $21.00 $4,935.00 13 3304.0101 Temporary Water Services 33 04 30 LS 1 $16,000.00 $16,000.00 14 3305.0109 Trench Safety 33 05 10 LF 216 $1.00 $216.00 15 3311.0001 Ductile Iron Water Fittings w/ Restraint 3311 11 TON 1 $7,000.00 $7,000.00 16 3312.0117 Connection to Existing 4"-12" Water Main 331225 EA 3 $8,000.00 $24,000.00 17 3312.2001 1" Water Service, Meter Reconnection 33 12 10 EA 5 $300.00 $1,500.00 18 3312.2003 1" Water Service 331210 EA 5 $2,000.00 $10,000.00 19 3312.2004 1" Private Water Service 33 12 10 LF 75 $25.00 $1,875.00 20 3305.0202 Imported Embedment/Backfill, Cement 33 05 10 CY 10 Stabilized Backfill $93.00 $930.00 21 3305.0203 Imported Embedment/Backfill CLSM 33 05 10 CY 50 $123.00 $6,150.00 22 3305.0204 Imported Embedment/Backfill, Crushed 33 05 10 CY 50 Rork $25.00 $1,250.00 23 3305.0207 Imported Embedment/Backfill, Select Fill 33 05 10 CY 10 $25.00 $250.00 24 3471.0001 Traffic Control 3471 13 MO 2 $2,000.00 $4,000.00 25 3125.0101 SWPPP ? 1 acre 312600 LS 1 $1,000.00 $1,000.00 26 3471.0010 City Streets / Residential Streets Closure 3471 13 MO 1 $1,200.00 $1,200.00 27 0171.0001 Construction 01 71 23 LS 1 Staking (Water) $4,030.00 $4,030.00 28 0171.0001 Construction Survey (GPS Red Line Survey) 01 71 23 LS 1 $1,000.00 $1,000.00 29 9999.0001 Water Construction Allowance 00 00 00 LS 1 $5 000.00 $5 0D0.00 Unit 1 - Water Line Improvements - Total HIV I $149,575.001 CITY OF FORT WORTH STANDARD CONSTRUMON SPECIFICATION DOCUMENTS Form Revised 20120120 LovingAve-Hid Proposal SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID 00 42 43 BID PROPOSAL Page 2 of 6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 1 3331.5755 16" DIP Sewer, CLSM Backfill 3311 10 LF 67 $245.00 $16,415.00 2 3331.4215 15" Sewer Pipe (PVC SDR-26) 3331 12 LF 132 $139.00 $18,348.00 3 3331.4208 12" Sewer Pipe (PVC SDR-26) 3331 12 LF 538 $114.00 $61,332.00 4 3331.5752 12" DIP Sewer, CLSM Backfill 3311 10 LF 270 $171.00 $46,170.00 5 3331.4115 8" Sewer Pipe (PVC SDR-26) 3331 12 LF 217 $100.00 $21,700.00 6 3331.4119 8" DIP Sewer Pipe 3311 10 LF 70 $144.00 $10,080.00 7 9999.0003 30" Drilled Pier, Complete and In Place 03 30 00 CY 20 $620.00 $12,400.00 8 9999.0004 Pier Head for Pipe up, Complete and In 03 30 00 EA 2 Place $7,800.00 $15,600.00 9 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 6 $600.00 $3,600.00 10 3339.1001 4' Manhole 33 39 20 EA 12 $7,150.00 $85,800.00 11 3339.1002 4' Drop Manhole 33 39 20 EA 3 $12,650.00 $37,950.00 12 3301.0101 Manhole Vacuum Testing 33 01 30 EA 15 $150.00 $2,250.00 13 3137.0101 Concrete Riprap 31 3700 SY 50 $189.00 $9,450.00 14 3305.0112 Concrete Collar 33 05 17 EA 15 $1,054.00 $15,810.00 15 3339.1003 4' Extra Depth Manhole 33 39 20 VF 78 $170.00 $13,260.00 16 3339.0001 Epoxy Manhole Liner (Warren 33 39 60 VF 95 Environmental or Chesterton) $260.00 $24,700.00 17 3331.3101 4" Sewer Service 3331 50 EA 10 $1,700.00 $17,000.00 18 0241.2001 Sanitary Line Grouting 0241 14 CY 10 $500.00 $5,000.00 19 3201.0113 6' Wide Asphalt Pvmt Repair, Residential 3201 17 LF 25 $115.00 $2,875.00 20 3201.0400 Temporary Asphalt Paving Repair (2" HMAC 32 01 18 LF 335 on 6" CTB) $25.00 $8,375.00 21 0241.0401 Remove Concrete Drive 0241 13 SF 1150 $1.00 $1,150.00 22 3213.0401 6" Concrete Driveway 32 13 20 SF 1150 $12.00 $13,800.00 23 3301.0001 Pre -CCTV Inspection 33 01 31 LF 1055 $4.00 $4,220.00 24 3301.0002 Post -CCTV Inspection 3301 31 LF 1294 $4.00 $5,176.00 25 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 5 $900.00 $4,500.00 26 3305.0109 Trench Safety 33 05 10 LF 1310 $1.00 $1,310.00 27 3305.0202 Imported Embedment/Backfill, Cement 33 05 10 CY 50 Stabilized Backfill $93.00 $4,650.00 28 3305.0203 Imported Embedment/Backfill, CLSM 33 05 10 CY 50 $123.00 $6,150.00 29 3305.0204 Imported Embedment/Backfill, Crushed 33 05 10 CY 100 Rock $26.00 $2,600.00 30 3305.0207 Imported Embedment/Backfill, Select Fill 33 05 10 CY 100 $25.00 $2,500.00 31 3125.0101 SWPPP ? 1 acre 31 2500 LS 1 $1,000.00 $1,000.00 32 3471.0010 City Streets / Residential Streets Closure 3471 13 MO 1 $1,200.001 $1,200.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Perm Revised 20120120 LovingAve-Bid Proposal SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID 00 42 43 BID PROPOSAL Page 3 of 6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No, Measure Quantity 33 0171.0001 Construction 01 7123 LS 1 Stakinq (Sewer) $6,710.00 $6,710.00 34 3471.0001 Traffic Control 3471 13 MO 4 $2,000.00 $8,000.00 35 9999.0005 Construction Allowance 00 00 00 LS 1 $15,200,001 $15 200.00 Unit 2 - Sewer Line improvements -Total 131DI $505,251.001 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 LovingAve-Bid Proposal SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID 00 42 43 Bln PROPOSAL Page 4 or6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 1 3110.0101 Site Clearing (Including All Trees) "00LS 1 $161,250.00 $161,250.00 2 0241.0401 Remove Concrete Drive SF 100 $8.00 $800.00 3 0241.0500 Remove Fence (All Types) 0241 13 LF 250 $3.00 $750.00 4 0241.0550 Remove Guardrail 0241 13 LF 183 $6.00 $1,098.00 5 0241.1100 Remove Asphalt Pvmt 0241 15 SY 1601 $4.00 $6,404.00 6 0241,1300 Remove Conc Curb & Gutter 0241 15 LF 365 $3.00 $1,095.00 7 0241.2013 Remove 8" Sewer Line 0241 14 LF 71 $15.00 $1,065.00 8 0241.2014 Remove 10" Sewer Line 0241 14 LF 128 $15.00 $1,920.00 9 0241.2015 Remove 12" Sewer Line 0241 14 LF 195 $15.00 $2,925.00 10 0241.2016 Remove 15" Sewer Line 0241 14 LF 102 $15.00 $1,530.00 11 0241.2201 Remove 4' Sewer Manhole 0241 14 EA 1 $800.00 $800.00 12 0241.3001 Storm Line Grouting 0241 14 CY 20 $369.00 $7,380.00 13 0241,3023 Remove 48" Storm Line 0241 14 LF 60 $20.00 $1,200.00 14 0241.3025 Remove 60" Storm Line 0241 14 LF 130 $20.00 $2,600.00 15 0241,4401 Remove Headwall/SET 0241 14 EA 4 $1,000,00 $4,000A0 16 3123.0101 Unclassified Excavation, Including 31 2316 CY 4875 Channelization $18.60 $90,675.00 17 3123,0102 Fill 31 2323 CY 709 $6.10 $4,324.90 18 3137.0101 Concrete Riprap 31 3700 SY 105 $174.00 $18,270.00 19 3137.0105 Medium Stone Riprap, grouted - Including 31 3700 SY 57 Filter Fabric $167.00 $9,519.00 20 3201.0400 Temporary Asphalt Paving Repair 3201 18 LF 110 $136.00 $14,960.00 21 3211.0400 Hydrated Lime, 48lb/SY 321129 TN 47 $186.00 $8,742.00 22 3211.0502 8" Lime Treatment 32 11 29 SY 1890 $6.40 $12,096.00 23 3212.0302 2" Asphalt Pvmt Type D 32 12 16 SY 1590 $16.41 $26,091.90 24 3212.0501 4" Asphalt Pvmt Type B 32 12 16 SY 1590 $28.31 $45,012.90 25 3213.0301 4" Conc Sidewalk 321320 SF 270 $8.90 $2,403.00 26 3213.0401 6" Concrete Driveway 321320 SF 800 $11.90 $9,520.00 27 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 822 $49.00 $40,278.00 28 3217.5001 Curb Address Painting 32 17 25 EA 5 $47.00 $235.00 29 3231.0112 5' Chain Link, Steel, Including Conc. Mow 3231 13 LF 350 Strip $20.00 $7,000.00 30 3231.0211 Barbed Wire Fence, Metal Posts 32 31 26 LF 100 $15.00 $1,500.00 31 3232.0205 TxDOT Std Ret Wall - RW 1 (H) B, Including 32 32 13 SF 4694 Weep Holes and Conc. Course Aggregate $73.00 $342,662.00 32 3291.0100 Topsoil 3291 19 CY 906 $47.40 $42,944.40 33 3292.0100 Block Sod Placement 32 92 13 SY 1176 $7.20 $8,467.20 34 3292.0450 Seeding, Hydromulch with binding agent 32 92 13 SY 5122 $2.30 $11,780.60 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 LovingAve-Bid Proposal SECTION 00 42 43 PROPOSALFORM IJI111IT PRICE BID 00 42 43 BID PROPOSAL Page 5 af6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Unit Price Bid Value No. Section No. Measure Quantity 35 3292.0500 Seeding, Soil Retention Blanket, Curlex 1 32 92 13 SY 3592 $1.50 $5,388.00 36 3292.0500 Seeding, Soil Retention Blanket, Curlex Ill 32 92 13 SY 1530 $2.70 $4,131.00 37 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 6 $1,200.00 $7,200.00 38 3305.0107 Manhole Adjustment, Minor 33 05 14 EA 7 $500.00 $3,500.00 39 3305,0106 Manhole Adjustment, Major 33 05 14 EA 1 $2,500.00 $2,500.00 40 3305.0108 Miscellaneous Structure Adjustment (WM) 33 05 14 EA 5 $1,500.00 $7,500.00 41 3305.0111 Valve Box Adjustment 33 05 14 EA 4 $350.00 $1,400.00 42 3341.1405 7x7 Box Culvert 3341 10 LF 210 $671.00 $140,910.00 43 3349.1000 Headwall, Box Culvert 33 49 40 Cy 105 $1,510.00 $158,550.00 44 3441.4003 Furnish/Install Alum Sign Ground Mount City 34 41 30 EA 3 $500.00 $1,500.00 45 3441.4110 Remove and Reinstall Sign Panel and Post 34 41 30 EA 2 $350.00 $700.00 46 3471.0001 Traffic Control 3471 13 MO 6 $2,000.00 $12,000.00 47 3471.0002 Portable Message Sign 3471 13 WK 36 $500.00 $18,000.00 48 3471.0010 City Streets 1 Residential Streets Closure 3471 13 MO 5 $1,200.00 $6,000.00 49 3125.0101 SWPPP >_ 1 acre 31 2500 LS 1 $5,000.00 $5,000.00 50 9999.0000 Salvage and Reuse Ex. Mail Box (Post) 3441 30 EA 1 $2,000.00 $2,000.00 9999.0001 Install ACB Mats, ArmorFlex® - (Class 70 99 00 00 51 Large) or Approved Equivalent, Including Conc. Grout, SY 6257 Geotextile, Geogid and Drainage Layer - Complete and in Place $225.60 $1,411,579.20 52 9999.0002 15' Gate, Steel 32 31 26 EA 1 $2,500.00 $2,500.00 53 9999.0003 Remove Ex. Railroad Tie Retaining Wall 34 41 30 LF 260 $21.00 $5,460.00 54 9999.0004 Furnish and Install Standard Type III Road 34 41 30 EA 4 Closed Barricade $2,000.00 $8,000.00 55 9999.0005 Furnish and Install Metal Beam Guard 00 00 00 LF 300 Fence, Includinq Terminal Ends $55.00 $16,500.00 56 9999.0006 Install Pedestrian Rail (PR11) 00 00 00 LF 207 $155.00 $32,085.00 57 3125.0101 SWPPP ? 1 acre 31 25 00 LS 1 $5,000.00 $5,000.00 0171.0001 Construction Staking (Paving and 0171 23 LS 1 58 Drainage) $16,110.00 $16,110.00 59 9999.0007 Construction Allowance 00 00 00 LS 1 $90 500.00 $90,500.00 Unit 3 -Paving and Drainage -'Dotal BIDI $2,855,312.10 � Bid Summary UNIT 1- Water Line Improvements $149,575.00 UNIT 2 - Sewer Line Improvements $506,281.00 $2,865,312.10 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 LovingAw Bid Proposal SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID 00 42 43 BIDPROPOSAL Page 6 of 6 Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid Description Specification Price Bid Value No. Section No. Measure Quantity Total Bid $3.511.168.10 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Forin Revised 20120120 LovingAw-Bid Proposal West, Jennifer From: Aransen, Max Sent: Thursday, July 18, 2019 2:57 PM To: West, Jennifer Subject: FW: Loving Bid Tab Error Follow Up Flag: Follow up Flag Status: Flagged HI Jennifer, This is the letter I received from Klutz Construction regarding the bid tab error for CO0626 Loving Avenue. Please let me know if there is anything else that will need to be done to the bid books. Thanks, Max Aransen, E.I.T. Shield Engineering Group, PLLC Capital Delivery Division Transportation/Public Works Department City of Fort Worth Office: 817.392.7857 Cell: 817.504.1685 Email: max,aransen@fortworthtexas.gov City of Fort Worth — Working together to build a strong community. i oR "I' WORT ,, How am l doing? Please contact my supervisor. linda.younct(Wortworthtexas. qav From: Charlie Klutz[mailto:kiutzconstruction@sbcglobal.net] Sent: Thursday, July 11, 2019 4:43 PM To: Aransen, Max<Max.Aransen@fortworthtexas.gov> Subject: Re: Loving Bid Tab Error To whom it may concern. I acknowledge that in the proposal for Loving Ave Culvert and Channel Improvements there was an error. Unit I item 2 should have read 8" PVC Water Pipe, ninety (90) linear feet, not the eighty (80) that was in the proposal. This will change the total for Unit I by $1770.00. The new total for Unit I shall be $151,345.00. This will also change the total for the entire project to $3,512,938.10 Charles Klutz Managing Partner, Klutz Construction Ile. On Thursday, July 11, 2019, 3:37:42 PM CDT, Aransen, Max <Max.Aransen fQrtworthtexas,gov> wrote: Charles, We will need email confirmation from you that states from Unit 1, Item 2 that there is an error in the bid tabulation. We need you to state the corrected quantity is for 90 linear feet of 8" PVC Water Pipe, the new total for 90 linear feet, the new total cost for unit 1, and the new total cost for the whole contract. This email will be placed into the contract books, after the bid tab. Please let me know if you have any questions. Thanks, Max Aransen, E.I.T. Shield Engineering Group, PLLC Capital Delivery Division Transportation/Public Works Department City of Port Worth Office: 817.392.7326 Cell: 817.504.1685 Email: max. aransen@fortworthtexas._ ov City of Fort Worth — Dorking together to build a strong community. FORT WoxTI-L, Now am I doing? Please contact my supervisor: 11nda. oun fortworahtexas.aav From: Charlie Klutz[mailto:klutzconstruction@sbcglobal.net] Sent: Tuesday, July 2, 2019 4:47 PM BID BOND The American Institute of Architects, AIA Document No. A310 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS, that we Klutz Construction, LLC as Principal hereinafter called the Principal, and Vigilant Insurance Company as Surety, hereinafter called the Surety, are held and firmly bound unto City of Fort North, Texas as Obligee, hereinafter called the Obligee, in the sum of Five Percent of Bid(5%) ---------------------------- Dollars ($----------------------- ), 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 Ave. Culvert and Channel 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 or Contract Documents with good and sufficient surety for the faithful performance of such Contract and for the prompt payment of labor and material furnished in the prosecution 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 27th day of .Tune 2019 KL&V COMYRUCTION4.0 r (Seat) By:- Name/Title VIGILANT INSURANCE COMPANY —-Surety (Seal) By: le W. Sweeney, �. Attorney -in -Fact Chubb POWER Federal Insurance Company Attn: Surety Department OF Vigilant insurance Company 15 Mountain View Road F—C-Surety ATTORNEY pacific Indemnity Company Warren, NJ 07059 Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Elizabeth Gray, Charles D. Sweeney, Kyle W. Sweeney and Michael A. Sweeney of Fort Worth, Texas ---- --- •- each as their true and lawful Attorney- in- Fact to execute under such designation In their names and to affix their corporate seals to and deliver for and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than trail bonds) given or executed in the course of business, and any instruments amending or altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations. In Witness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on this 26th day of April, 201 enriet I, A911stant we ry D Norris, Jr., Vice President STATE OF NEW JERSEY ss. Countyof Somerset On this 26th day of April, 2011 before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, the companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly sworn, did depose and say that he Is Assistant Souetary of FEDERAL INSURANCE_ COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Powar of Attorney are such corporate seals and were thereto affixed by authority of the By- Laws of said Companies; and that he signed said Power of Attomey as Assistant Secretary of said Companies by like authority; and that he isacquaintedwith David B. Norris, Jr., and knows him to be Vice President of said Companies; and that the signature of David B. Norris, Jr., subscribed to said Power of Attorney is ih the, genuine handwriting of David B. Norris, Jr., and was thereto subscribed by authority, of said By - Laws and in deponenPs presence. Notarial Seal PAY �9 ug�-��'� H�j b KATHERINE J. ADFI.AAR NOTARY PUNUC OF NEW Jf RSM No. 2316685 Oemmkdan 6t rw July M, 2014 CERTIFICATION Extract from the By- Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY. Zla4,c-� Notary Public 'All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the President or a Vice President or an Assistant Vice President, Jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed. The signature of each of the following officers; Chairman, President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys- in- Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it Is attached.' 1, Kenneth C. Wendel. Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the `Companies`) do hereby certify that (i) the foregoing extract of the By- Laws of the Companies is true and correct, (1€) the Companies are duly licensed and authorized to transact surety business In all So of the United States of America and the District of Columbia and are authorized by the U.S. Treasury Department; further, Federal and Vigilant are licensed In Puerto Rico and the U.S. Virgin Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island; and (iti) the foregoing Power of Attorney is true, correct and in full force and effect. Given under my hand and sears of said Companies at Warren, NJ this June 27, 2019 fir .�yuiwom c 6fC v 6 w �yOIAµP rtµ5 tay�t►'��I e not en ot, istant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE AUTHENTICITY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903- 3493 Fax (908) 903- 3656 e-mail: surety@chubb.com Form 15-10- 0225B- U (Ed. 6- 03) CONSENT 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 Slate Here or Blal* , our principal place of business, are required to be H i-r.- percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of :hale Here or our principal place of business, are not required to underbid resident bidders. The principal place of business of our company or our parent company or majority owner is In the State of Texas. P1 BIDDER: Klutz Construction LLC 0 P.O. Box 185 Kennedale, Texas 76060 END OF SECTION B r tz n (Signature) Title: Managing Partner Date:-.rujja Z 74 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 LovingAve-Bid Proposal 004511-1 BIDDERS PREQUALIFICATTONS Page 1 00 I SECTION 00 4511 2 BIDDERS PREQUALIFICATIONS 4 1. Summary. All contractors are required to be prequalifed by the City prior to submitting 5 bids. To be eligible to bid the contractor must submit Section 00 45 12, PrequaIification 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. 10 The prequalification process will establish a bid limit based on a technical evaluation and t 1 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 31st 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 ComptrolIei• 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 email 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. 45 46 47 48 49 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROTECT NO.00626 Revised July 1, 2011 0045I1-2 BIDDERS PREQUALIFICATIONS Page 2 of 3 2 (2) To be satisfactory, the financial statements must be audited or reviewed 3 by an independent, certified public accounting firm registered and in 4 good standing in any state. Current Texas statues also require that 5 accounting firms performing audits or reviews on business entities within 6 the State of Texas be properly licensed or registered with the Texas State 7 Board of Public Accountancy. 8 (3) The accounting firm should state in the audit report or review whether 9 the contractor is an individual, corporation, or limited liability company. I0 (4) Financial Statements must be presented in U.S. dollars at the current rate 11 of exchange of the Balance Sheet date. 12 (5) The City will not recognize any certified public accountant as 13 independent who is not, in fact, independent. 14 (6) The accountant's opinion on the financial statements of the contracting 15 company should state that the audit or review has been conducted in 16 accordance with auditing standards generally accepted in the United 17 States of America. This must be stated in the accounting firm's opinion. 18 It should: (1) express an unqualified opinion, or (2) express a qualified 19 opinion on the statements taken as a whole. 20 (7) The City reserves the right to require a new statement at any time. 21 (8) The financial statement must be prepared as of the Iast day of any month, 22 not more than one year old and must be on file with the City 16 months 23 thereafter, in accordance with Paragraph 1. 24 (9) The City will determine a contractor's bidding capacity for the purposes 25 of awarding contracts. Bidding capacity is determined by multiplying the 26 positive net working capital (working capital = current assets — current 27 liabilities) by a factor of 10. Only those statements reflecting a positive 28 net working capital position will be considered satisfactory for 29 prequalification purposes. 30 (10) In the case that a bidding date falls within the time a new financial 31 statement is being prepared, the previous statement shall be updated with 32 proper verification. 33 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 34 submitted along with audited or reviewed financial statements by firms wishing to be 35 eligible to bid on all classes of construction and maintenance projects. Incomplete 36 Applications will be rejected. 37 (1) In those schedules where there is nothing to report, the notation of 38 "None" or "N/A" should be inserted. 39 (2) A minimum of five (5) references of related work must be provided. 40 (3) Submission of an equipment schedule which indicates equipment under 41 the control of the Contractor and which is related to the type of work for 42 which the Contactor is seeking prequalification. The schedule must 43 include the manufacturer, model and general common description of 44 each piece of equipment. Abbreviations or means of describing 45 equipment other than provided above will not be accepted. 46 47 3. Eligibility to Bid 48 a. The City shall be the sole judge as to a contractor's prequalification. 49 b. The City may reject, suspend, or modify any prequalification for failure by the 50 contractor to demonstrate acceptable financial ability or performance. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPEC1171CATION DOCUMENTS CITY PROTECT NO.00626 Revised July 1, 2011 0045 11 - 3 BIDDERS PREQUALIFICATIONS Page 3 of 3 1 c. The City will issue a letter as to the status of the prequalification approval. 2 d. if a contractor has a valid prequalification letter, the contractor will be eligible to bid 3 the prequalified work types until the expiration date stated in the letter. 4 N 10 END OF SECTION CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 00 45 12 BID FORM Page 1 of 1 SECTION 00 4512 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 Prequalification Expiration Date Water Transmission, Urban/Renewal, 8-inch Woody Contractors Apr-20 diameter and smaller Sewer Interceptors, Urban/Renewal, 24-inches and Woody Contractors Apr-20 smaller Asphalt Paving Construction/Reconstruction JLB Contracting Jan-20 (LESS THAN 15,000 square yards) Concrete Paving Construction/Reconstruction N/A N/A (LESS THAN 15,000 square yards) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Klutz Construction LLC GBy-Ch e M. lu 0 6 !� P.O. Box 185 (Signat e) Kennedale, Texas 76060 Title: Managing Partner Dater ' 7; Z®l END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 LovingAve-Bid Proposal 2 3 4 5 6 7 8 9 10 I 12 13 14 15 16 17 i8 19 20 21 22 23 24 25 26 27 28 29 30 3I 32 33 34 35 36 37 38 39 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406,096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 00626. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: &OTY, Kltotz Construction, LLC. Company P.O. BOX 185 Address Kennedale, TX 76060 City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § Title: RAO a ivy., �bL C (Plea e PAt) BEFORE ME, the undersigned authority, on this day personally appeared bes m ,y f wz , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of �titit `CJY1 ( .. for the purposes and consideration therein expressed and in the capacity t erein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this lot day of C"-A-e VW w4ne— , 20A- ELUZA RAVELONotary PubUc, slue of Tarallotary Pub in and for the State of Texas My Commission Expirss � April 29, 2a23 °F j6` NOTARY ID 120W410.0 END OF SECTION CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 00450-i MiiioNtyBwAnesaEmmF Fu5pcoiflcutimr, N& I uf2 SECT]ON 00 45 40 Minority Business Enterprise Spec'tfkalions .3 A-PPLICATION OF POLICY 4 1f the total dollar value of the mt tract is greater than $50,00, then a MBE subcontracting goal is 5 applicable. b 7 POLICY STATCMEM 19 it is the policy of the City of Fort Worth to ensure the full and equitable pardeipation by Minority 9 Bwdnes� Fnterpris4A- (MBE) in lho procurement of all SvG& and set -vices. All requimments and 10 regulations statod in the City's curremt Husiness Diversity Enterprise Ordinance apply to this bid, 11 12 MBE PROJECT GOALS 13 The City`a MBE goal on this project is 1_4 of the total bid value of the eontnict (Base hid applies to 14 Parks and Cammunity SSe rsp cus). IS 16 Note: if both 14113E and SBE NubcoulractiPig goals are established for tins project, then vn Gfferor 17 mu 0 Submit both a 1411BE UtiNub oil Form and a SBE Utilization Form to be deemed respoinsive. 18 19 _0A PLL4LNQ-L TO BID S,PECII-71wATIONS 20 On City contracts $50.000 or mire where a M RE sub n"cling goal iq applied. Offerors are required to 21 comply with the intent of the City's Business Diversity FintcTprjae Ordinance by one of the following: 22 1. Meel or exceed the nbvvc Mated MME goal through 141:•BE subconlracting participation, or 23 2. 14']Eeet or exceed the above stated MEE goal through MBE Jo; at Venture participation, or 24 3. GoW Faith Effort docuumentatio n, or; 25 4, Prime Waiver documentation. 25 27 SUOMITTAI, OF REQUIRED DOCUMENTATION 28 ]lie applicable documents most be received by the Purchasirxg DivWon, wiffii13 the fallO ing limes 29 allocated, ii1 ardor ror (he entire hid to be considered respoiasive to the speciF1cations_ the Offirrar shall 30 deliver the MBE &cumcninlicn in persvn to the approprisl� enapinyee of the pumfiasing division and 31 oblain a daleftime receipt. SuQh receipt shall be evidcnre thal the City re eived the do"meniat.ion in the 32 time allocated. A faxed nndlur emniled copy will not be aceephA 33 34 I. Subcontractor Udlizaation Farm, if received nna later than 2.00 p.m., an the second City Rosiness goal IS met or exceeded; day after the bid opening date, exclusive of the bid opea,ng date,. 2. Goad Faith Effoll and reeved no later' than 2:00 p.m, on the second City business Subcontractor UEHUation Fortin, if day after the bid opening date, exclusive of the bid opening araci ation is less than slated goaL, date. 3. Good Faith Effort and received no later Haan 2.00 p.m., can the sound City business Subcontractor U6141ation FQrm., ifnp day after tine said napening dater exclusive.4 the bid opening MIRE Railicipation; date. 4. Prime Contractor Waiver Toren, received uo later than 2.rOO p.m„ on tlne second City business if you will perform all day aflrr Ibe bid opcaing dWe, exeiusivc of the bid opening coriLme in F su lier work: date. CITY OF FORT WORTH WV ING AV n:na U a, V-UJLV ERT & CaAhQ N EL IMP ROVEMENTS STANPAR13 CONSTRUCTION SFFC1F1CATI0N DOCUMENTS CITY PROIECT NO. 00626 R ovlsed June 9, 2015 UU 45 40 - 2 I4 MMity BUSLU s FaI40 i C Sp&jflE3dUO Pqp 2 oF2 S. Joint denture Farm, iPgmd is met received no later than 2.00 p.m., an the second City business or exceeded, day atler the bid opeaing date, cxoluAvc of the bid opening date. FAILURE TO COMPLY WITH THE C`.ITY'S BUSINESS DIVERSITY IiNTFRPRISE ORDINANCE I WILL RESM IN THE BrD BEING CONS;WEP D NON-IIESONST E TO "ECMCA'nONS. 4 FAIL UPLE TO SUBMIT I'HE REQMRED NBE DOCEFMENTAT'ION WILL RESULT IN TFIE BID BEING CONSIDERED NON-RESIPOiNSM. A SECOND FAULURE WILL RESULT IN TIi6 OFFEROR 5 BEING DISQUALIFIE, D FOR A PERIOD OF ONE YEAR. THREE FAILURES INA, FIV YEAR PERIOD WELL RESULT IN A DISFQUAL]FICAITON PERIOD OF THREE YEARS, 5 7 Any QueNtions, Please Contact The I1MF- Office at (817) 212- 674. 8 END OF S ECMON 9 10 I CITY OF FORT WORTH 1 VIKG-AVENUE CULVERT &. CF}J NNEL MAMOVFMI NTS STANDARIXONST; U'CTIi>N SPECIFF.C.AMlY aOC.LNENTS CITY FFI~QI T NUJ- u1)&26 Rouised .}une 9.241 S 00 52 43 - I Agreement Page I of 5 1 SECTION 00 52 43 2 ,yA�G EE NT 3 THIS AGREEMENT, authorized on l!'! �i O is 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 KLUTZ CONSTRUCTION, LLC, authorized to do business in Texas, acting by 6 and through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows- 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS 16 City Project No. 00626 I7 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 FIVE HUNDRED TWELVE 20 THOUSAND NINE HUNDRED THIRTY-EIGHT DOLLARS AND TEN CENTS. 21 ($ 3, 512,938.10 }. 22 Article 4. CONTRACT TIME 23 4.1 Final Acceptance. 24 The Work will be complete for Final Acceptance within.XO days after the date when the 25 Contract Time commences to run, as provided in Paragraph 2.03 of the General Conditions, 26 plus any extension thereof allowed in accordance with Article 12 of the General 27 Conditions. 28 4.2 Liquidated Damages 29 Contractor recognizes that time is of the essence for completion of Milestones, if any, and 30 to achieve Final Acceptance of the Work and City will suffer financial loss if the Work is 31 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 32 recognizes the delays, expense and difficulties involved in proving in a legal proceeding, 33 the actual loss suffered by the City if the Work is not completed on. time. Accordingly, 34 instead of requiring any such proof, Contractor agrees that as liquidated damages for 35 delay (but not as a penalty), Contractor shall pay City Six Hundred And Fifty Dollars 36 ($650.00) for each day that expires after the time specified in Paragraph 4.1 for Final 37 Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised 11.15.17 00 52 43 - 2 Agreement Page 2 of 5 38 Article 5. CONTRACT DOCUMENTS 40 A. The Contract Documents which comprise the entire agreement between City and 41 Contractor concerning the Work consist of the following: 42 1. This Agreement. 43 2. Attachments to this Agreement: 44 a. Bid Form 45 1) Proposal Form 46 2) Vendor Compliance to State Law Non -Resident Bidder 47 3) Prequalification Statement 48 4) State and Federal documents (project specific) 49 b. Current Prevailing Wage Rate Table 50 c. Insurance ACORD Form(s) 51 d. Payment Bond 52 e. Performance Bond 53 f. Maintenance Bond 54 g. Power of Attorney for the Bonds 55 h. Worker's Compensation Affidavit 56 i. MBE and/or SBE Utilization Form 57 3. General Conditions. 58 4. Supplementary Conditions. 59 5. Specifications specifically made a part of the Contract Documents by attachment 60 or, if not attached, as incorporated by reference and described in the Table of 61 Contents of the Project's Contract Documents. 62 6. Drawings. 63 7. Addenda. 64 8. Documentation submitted by Contractor prior to Notice of Award. 65 9. The following which may be delivered or issued after the Effective Date of the 66 Agreement and, if issued, become an incorporated part of the Contract 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 61 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 76 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 77 under this contract. This indemnification provision is specifically intended to overate 78 and be effective even if it is alleged or proven that all or some of the damages being 79 sought were caused, in whole or in part, by any act, omission or negligence of the city. 80 This indemnity provision is intended to include, without limitation, indemnity for 81 costs, expenses and legal fees incurred by the city in defending against such claims and 82 causes of actions. 83 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised 11.15.17 005243-3 Agreement Page 3 of 5 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 89 provision is specifically intended to operate and be effective even if it is alleged or 90 proven that all or some of the dams es being sou ht were caused in whole or in part, 91 by any act, 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 I 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 SeverabiIity. 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 108 CONTRACTOR. 109 7.5 Governing Law and Venue. 110 This Agreement, including all of the Contract Documents is performable in the State of ill Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 112 Northern District of Texas, Fort Worth Division. 113 7.6 Authority to Sign. 114 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 115 than the duly authorized signatory of the Contractor. 116 117 7.7 Prohibition On Contracts With Companies Boycotting Israel. 118 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 119 Code, the City is prohibited from entering into a contract with a company for goods or 120 services unless the contract contains a written verification from the company that it: (1) 121 does not boycott Israel; and (2) will not boycott Israel during the term of the contract. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROTECT NO.00626 Revised 11.15.17 005243-4 Agreement Page 4 of 5 122 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 123 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 124 certifies that Contractor's signature provides written verification to the City that 125 Contractor: (I) does not boycott Israel; and (2) will not boycott Israel during the term of 126 the contract. 127 128 7.8 Immigration Nationality Act. 129 Contractor shall verify the identity and employment eligibility of its employees who 130 perform work under this Agreement, including completing the Employment Eligibility 131 Verification Form (1-9). Upon request by City, Contractor shall provide City with copies of 132 all I-9 forms and supporting eligibility documentation for each employee who performs 133 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 134 establish appropriate procedures and controls so that no services will be performed by any 135 Contractor employee who is not Iegally eligible to perform such services. 1.36 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 137 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 138 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 139 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 140 Contractor, shall have the right to immediately terminate this Agreement for violations of 141 this provision by Contractor. 142 N3 7.9 No Third -Party Beneficiaries 144 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 145 and there are no third -party beneficiaries. 146 4 147 7.10 No Cause of Action Against Engineer. 148 Contractor, its subcontractors and equipment and materials suppliers on the PROTECT or their 149 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 150 subcontractors, for any claim arising out of, in connection with, or resulting from the 151 engineering services performed. Only the City will be the beneficiary of any undertaking by 152 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 153 whether as on -site representatives or otherwise, do not make the Engineer or its personnel 154 in any way responsible for those duties that belong to the City and/or the City's construction 155 contractors or other entities, and do not relieve the construction contractors or any other 156 entity of their obligations, duties, and responsibilities, including, but not limited to, all 157 construction methods, means, techniques, sequences, and procedures necessary for 158 coordinating and completing all portions of the construction work in accordance with the 159 Contract Documents and any health or safety precautions required by such construction 160 work. The Engineer and its personnel have no authority to exercise any control over any 161 construction contractor or other entity or their employees in connection with their work or 162 any health or safety precautions. 163 164 SIGNATURE PAGE TO F0T,LOW 165 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised 11.15.17 00 52 43 - 5 Agreement Page 5 of 5 166 167 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be 168 effective as of the date subscribed by the City's designated Assistant City Manager ("Effective 169 Date"). 170 po?l ° Contractor: K14tDaw nstrctioL By: (Sgnature (Printed Name) Title: Address: P.O. BOX 185 Kennedale, TX 76060 City/State/Zip: Date 171 172 173 174 175 176 177 City of Fort Worth By: Dana B ghdof Acting Assista t City Manager Date Attest: �� City Secretary �� , f (Seal) M&C 19 013g �. Date: poi a Form 1295 No. ao i Ci - J Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requiren�en Mike ennett, P.E. PMP Proj ct Manager A roved as o Form and Legality: Douglas W. Black Assistant City Attorney APPRO LE William Johnson Director 178 Transportation arld Public Works OFFICIAL RECORD PT CITY OF FORT WORTH LAVING AVENUE CULVERT CNNE QVEMEE�YNT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS(162 Revised 11.15.17 0061 13- 1 PERFORMANCE BOND Page t of 2 Bond No. 8245-50-42 1 SECTION 00 61 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL 13Y THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Klutz Construction, LLC , known as "Principal" herein and 9 Vigilant insurance Company , a corporate surety(sureties, if more than one) 10 duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or 11 more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of Texas, known as "City" herein, in the penal sum of, Three Million, Five 13 Hundred Twelve Thousand, Nine I4undred Thirty -Eight Dollars & Ten Cents ($3,512,938.10) 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 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the day of , 20JI, which Contract is hereby referred to 19 and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, 20 equipment labor and other accessories defined by law, in the prosecution of the Work, including 21 any Change Orders, as provided for in said Contract designated as Loving Avenue Culvert & 22 Channel Improvements, City Project Number: 00626. 23 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 24 shall faithfully perform it obligations under the Contract and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract documents therein referred to, and as well during any period of 27 extension of the Contract that may be granted on the part of the City, then this obligation shall be 28 and become null and void, otherwise to remain in full force and effect. 29 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall fie in 30 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 31 Worth Division. CITY OF FORT WORTH Loving, Avenue Culvert & Channel Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00626 Revised July I, 2011 006113-2 PERFORMANCE BOND Page 2 of 2 Bond No. 824S-50-42 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the C9 day of 5 k:r-1P7— , 20 19 6 PRINCIPAL: 7 KLUT N C C 8 9 10 B ;r_- 11 Signat re 12 ATTEST: 13 14 Charles M. Klutz, Managing Partner 15 ncipal etary Name and Title 16 17 Address: P.O. Box 185 18 Kennedale, Texas 76060 R 19 20 21 Witness Principal 22 SURETY: 23 VIGILANT INSURANCE COMPANY 24 25 26 BY: 27 Signature 28 29 Kyle W. Sweeney, Attorney-in-F t 30 Name and Title 31 32 Address: 2001 Bryan Street, Suite 3400 33 Dallas, Texas 75201 34 q 35 36 Witness s to Surety Elizabeth Gray Telephone Number: 214-754-0777 37 38 39 40 *Note: If signed by an officer of the Surety Company, there roust be on file a certified extract 41 from the by-laws showing that this person has authority to sign such obligation. If 42 Surety's physical address is different from its mailing address, both must be provided. 43 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Loving Avenue Culvert & Channel Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00626 Revised July I, 2011 0061 14- 1 PAYMENT BOND Page I oft Bond No. 8245-50-42 I SECTION 00 61 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 S That we, Klutz Construction, LLC , known as "Principal' 9 herein, and Vigilant Insurance Company-, a corporate surety (sureties), 10 duly authorized to do business in the State of "Texas, known as "Surety" herein (whether one or I I more), are held and firmly bound unto the City of Fort Worth, a municipal corporation created 12 pursuant to the laws of the State of Texas, known as "City" herein, in the penal sum of Three 13 Million. Five Hundred Twelve Thousand, Nine Hundred Thirty-Ei.Rht Dollars & Ten Cents 14 ($3,512,938.10) lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas, for the 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 WI-IEREAS, Principal has entered into a certain written Contract with City, awarded 18 the day of Ql'1(} 20-q, which Contract is hereby referred to and made a 19 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, labor 20 and other accessories as defined by law, in the prosecution of the Work as provided for in said 21 Contract and designated as Loving Avenue Culvert & Channel Improvements, City Project 22 Number:00626. 23 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 24 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 25 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 26 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 27 force and effect. 28 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 29 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 30 accordance with the provisions of said statute. 92 CITY OF FORT WORTH Loving Avenue CUIVerr & Channel Improvemenls STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS City Project No. 00626 Revised JEdy 1, 2011 0061 14-2 PAYMENTBOND Page 2 of 2 Bond No. 8245-50-42 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 11 day of 5L--Pr--- , 20 f2 ATTEST: r, CC nett en 4 s islan{ $g�rglary (Surety) Secretary Kenneth C. Wendel Witness to Surety Elizabeth 4 PRINCIPAL: KLU O 1. L B Signature Charles M. Klutz, Managing Partner Name and Title Address: P.O. Box 185 KennedaIe, Texas 76060 SURETY: VIGILANT INSURANCE COMPANY BY: Si ure - — - Z Kvle W. Sweenev. Attornev-in-Fact Name and Title Address: 2001 Bryan Street, Suite 3400 Dallas. Texas 75201 Telephone Number: 214-754-0777 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 I CITY OF FORT WORTH Loving Avenue Culvert & Channel Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00626 Revised July 1, 2011 006119-1 MAINTENANCE BOND Page I of 3 Bond No. 8245-50-42 1 SECTION 00 61 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Klutz Construction, 1.,1_C , known as "Principal" 9 herein and Vigilant Insurance Con aly_- , a corporate surety 10 (sureties, if more than one) duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the City of Fort Worth, a 12 municipal corporation created pursuant to the laws of the State of Texas, known as "City" herein, 13 in the sum of Three Million Five Hundred Twelve Thousand, Nine Hundred Thirty -Eight Dollars 14 & Ten Cents ($3,512,93.8.10) lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 16 successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and 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 a r, 20ft, which Contract is hereby referred to and a made part 21 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and 22 other accessories as defined by law, in the prosecution of the Work, including any Work resulting 23 from a duly authorized Change Order (collectively herein, the "Work") as provided for in said 24 contract and designated as Loving Avenue Culvert _& Channel Improvements, City Project 25 Number:00626. 26 27 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 28 accordance with the plans, specifications and Contract Documents that the Work is and will 29 remain free from defects in materials or workmanship for and during the period of two (2) years 30 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 31 32 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 33 upon receiving notice from the City of the need thereof at any time within the Maintenance 34 Period. CITY OF FORT WORTH Loving Avenue Culvert & Channel Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00626 Revised duly 1, 2011 0061 19 - 2 MAINTENANCE BOND Page 2 ol-3 Bond No. 8245-54-42 1 2 NOW THEREFORE, the condition of this obligation is such that if Principal shall 3 remedy any defective Work, for which timely notice was provided by City, to a completion 4 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 5 full force and effect. 6 7 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 8 noticed defective Work, it is agreed that the City may cause any and all such defective Work to 9 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and 10 the Surety under this Maintenance bond; and 1.2 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 13 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 14 Worth Division; and 15 16 PROVIDED FURTHER, that this obligation shall be continuous in nature and 17 successive recoveries may be had hereon for successive breaches. 18 A 20 CITY OF FORT WORTH Loving Avenue Culvert & Channel Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00626 Revised July 1, 2011 2 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 0061 19-3 MAINTENANCE BOND Page 3 of 3 Bond No. 8245-50-42 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 11 day of - r , 20 ` 7 ATTEST: (Surety) Secretary Kenneth C Wendel Witness hie to Surety Elizabeth Gray PRINCIPAL: KLUT7_.C—QNSTRUC_TWM rtb BY Signature Charles _M. Klutz Managing,Partner Name and Title Address: P.O. Box 185 Kemiedale, Texas 76060 SURETY: VIGILANT INSURANCE COMPANY BY: ign,It, Kyle W. Sweeney, Attomey-nl-fact Nance and Title Address: 200t Bryan Street, Suite 3400 Dallas, Texas 75201 Telephone Number: 214-754-0777 35 36 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 37 from the by-laws showing that this person has authority to sign such obligation.. If 38 Surety's physical address is different from its mailing address, both must be provided. 39 The date of the bond shall not be prior to the date the Contract is awarded. 40 CrFY OF FORT WORTH Loving Avenue Culvert & Chamiel Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 00626 Revised July 1, 201 t Chubb POWER Federal Insurance Company Attn: Surety Department OF Vigilant Insurance Company 15 Mountain View Road Surety ATTORNEY Pacific Indemnity Company Warren, NJ 07059 Know All by These Presents, That FEDERAL INSURANCE COMPANY, an Indiana corporation, VIGILANT INSURANCE COMPANY, a New York corporation, and PACIFIC INDEMNITY COMPANY, a Wisconsin corporation, do each hereby constitute and appoint Elizabeth Gray, Charles D. Sweeney, Kyle W. Sweeney and Michael A. Sweeney of Fort Worth, Texas ---- ----- each as their true and lawful Attorney- in- Fact to execute under such designation In their names and to affix their corporate seals to and deliver to( and on their behalf as surety thereon or otherwise, bonds and undertakings and other writings obligatory in the nature thereof (other than bail bonds) given or executed in the course of business, and any instruments amending of altering the same, and consents to the modification or alteration of any instrument referred to in said bonds or obligations. InWitness Whereof, said FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, arid PACIFIC INDEMNITY COMPANY have each executed and attested these presents and affixed their corporate seals on (his 26th day of April, 20jj— "enne(iI, A r -Ea Secretary Aa ' Norris, Jr., Vice President STATE OF NEW JERSEY ss, County of Somerset On this 26th day of April, 2011 before me, a Notary Public of New Jersey, personally came Kenneth C. Wendel, to me known to be Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY, [lie companies which executed the foregoing Power of Attorney, and the said Kenneth C. Wendel, being by me duly ;sworn, did depose and say that he is Assistant Secretary of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY and knows the corporate seals thereof, that the seals affixed to the foregoing Power of Attorney are such corporate seats and were thereto affixed by authority of the By- Laws of said Companies, and that he signed said Power of Attorney as Assistant Secretary of said Companies by like authority; and that he is acquainted with David B. Norris, Jr., and knows him to be Vice President of said Companies; and that the signature of David B. Norris, Jr., subscribed to said Power of Attorney is in the genuine handwriting of David B. Norris, Jr., and was thereto subscribed by authority of said By - Laws and in deponent's presence. NotarialSeal KATHERINE J. ADEUAR Q NOTARY PUBLIC 16F NEW 1EkSE1l' ' iARY �y 1`10.2316685 G �rnmiagan F*ru July # h, 2Oi A P� Notary Public N y� CERTIFICATION Extract from the By- Laws of FEDERAL INSURANCE COMPANY, VIGILANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY: "All powers of attorney for and on behalf of the Company may and shall be executed in the name and on behalf of the Company, either by the Chairman or the President or a Vice President or an Assistant Vice President, Jointly with the Secretary or an Assistant Secretary, under their respective designations. The signature of such officers may be engraved, printed or lithographed_ The signature of each of the following officers: Chairman, President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary and the seal of the Company may be affixed by facsimile to any power of attorney or to any certificate relating thereto appointing Assistant Secretaries or Attorneys- in- Fact for purposes only of executing and attesting bands and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding upon the Company with respect to any band or undertaking to which it is attached." I, Kenneth C. Wendel, Assistant Secretary of FEDERAL INSURANCE COMPANY, VfG1LANT INSURANCE COMPANY, and PACIFIC INDEMNITY COMPANY (the "Companies") do hereby certify that (i) the foregoing extract of the By L aws of the Companies is true and correct, (ii) the Companies are duly licensed and authorized to transact surety business in all 50 of the United States of America and the District of Columbia and are authorized by the U.S- Treasury Department; further, Federal and Vigilant are licensed in Puerto Rico and the U.S. Virgin Islands, and Federal is licensed in American Samoa, Guam, and each of the Provinces of Canada except Prince Edward Island; and (iii) the foregoing Power of Attorney is true, correct and in full force and effect. Given under my hand and seals of said Companies at Warren. NJ this ; 94+k day/ or f go" I ORAN Wair �4arraa !' OlFoWe�` Jre V �MOIANe' �1f K»� NEW YOAt- e net en el, istant Secretary IN THE EVENT YOU WISH TO NOTIFY US OF A CLAIM, VERIFY THE ALJTHENTJ61TY OF THIS BOND OR NOTIFY US OF ANY OTHER MATTER, PLEASE CONTACT US AT ADDRESS LISTED ABOVE, OR BY Telephone (908) 903- 3493 Fax (908) 903- 3656 e-mail: surely@chubb.corn_ Form 15-10- 02258- U (Ed. 5- 03) CONSENT Lawson, Amber From: Lenheiser Jr, John R <jlenheiser@chubb.com> Sent: Wednesday, October 02, 2019 3:12 PM To: Lawson, Amber Cc: Elizabeth Gray Subject: FW: URGENT: Bond is Valid: 8245 50 42 Vigilant Insurance Company Attachments: 20191001142125153.pdf Importance: High CAUT1oN. This email originated Prom mtside-of the City of Farr Worth emall system. Da'rtot clink'any links or open attachments unless you recogrilze The sender and know the content is safe. Amber: Either method mentioned by Charles to address the date issue is fine. Please accept this email that the power of attorney is valid and assigned to these bonds. Further, Klutz is a long term client and we hold them in the highest regard. Thanks. John Lenheiser Regional Surety Manager, Construction Surety zoox Bryan ,Street, STE 3600, Dallas, TX 752ol, USA O 214.754.8276 M 469.585.2183 E jlenheiser0chubb.com From: Adelaar, Katherine J Sent: Wednesday, October 02, 2019 3:03 PM To: Lenheiser Jr, John R <jlenheiser@chubb.com> Subject: URGENT: Bond is Valid: 8245 50 42 Vigilant Insurance Company Importance: High Fyi.................. From: Lawson, Amber [mailto:Amber..Lawson@fortworthtexas.eoV] Sent: Wednesday, October 02, 2019 3:37 PM To: Adelaar, Katherine J <kadelaar@chubb.com> Cc: TPW Contracts <TPWContracts@fortworthtexas.gov> Subject: [EXTERNAL] FW: Bond is Valid: 8245 50 42 Vigilant Insurance Company Hello Kate, I spoke the contractor, Klutz Contracting, regarding the Power of Attorney for Bonds 8245 50 42. He said that he spoke with Chubb surety regarding the dates on documents. Is the information he provided below correct? I just need confirmation that the attached power of attorney is valid and assigned to these bonds. Please let me know if you need any additional information or clarification. Thank you, Amber Lawson Contract Compliance Specialist Transportation and Public Works 200 Texas Street Fort Worth, Texas 76102 817.392.7233 Phone 817.392.8092 Fax Amber.Lawson�?aQ,fortworthtexas. gov City of Fort Worth — Working together to huild a strong community. `'U , From: Charlie Klutz[mailto:klutzconstruction@sbcglobal.net] Sent: Wednesday, October 02, 2019 9:01 AM To: Lawson, Amber <Amber,.Lawson@fortworthtexas.eov> Subject: Fw: DEADLINE: C00626 Loving Avenue Culvert and Channel Improvements Klutz Construction LLC WARNil$G: The setuier of this emall could nort bovAlldned &rA maWntg rxiatch the ptfto:rk irr the "Fa+oFTt:'° field. u CAUTION! This eili6l orlkinated froi :Ltside of thei City of Fort Worth eMall system. Do not dick ariy IInks at apen attachments ..Unless you (epgnlze Thp.ser)der and knout the. co.ntertt.€S safe. Amber, Here is what I was told from our surety company. "The power of attorney form is correct. The date she's referencing is the notary date when the surety company issued this power to us. This is our master POA form from Chubb. This POA has not been dated. It should be dated to match the date on the bonds. Right after "Given under my hand and seals of said Companies at Warren, NJ this" it can be written in that space." Amber if you would like to date the "POA" Power of Attorney I am ok with that. if I need to do it, will be tomorrow morning. Just let me know what you would like to do. Thank you, Charles Klutz Managing Partner, Ktutz Construction Ile. This email (including any attachments) is intended for the designated recipient(s) only, and may be confidential, nonpublic, proprietary, and/or protected by the attorney client or other privilege. Unauthorized reading, distribution, copying or other use of this communication is prohibited and may be unlawful. Receipt by anyone other than the intended recipient(s) should not be deemed a waiver of any privilege or protection. If you are not the intended recipient or if you believe that you have received this email in error, please notify the sender immediately and delete all copies from your computer system without reading, saving, printing, forwarding or using it in any manner. Although it has been checked for viruses and other malicious software ("malware"), we do not warrant, represent or guarantee in any way that this communication is free of malware or potentially damaging defects. All liability for any actual or alleged loss, damage, or injury arising out of or resulting in any way from the receipt, opening or use of this email is expressly disclaimed. Policyholder Information Notice IMPORTANT NOTICE To obtain information or make a complaint: You may call Chubb's toll -free telephone number for information or to make a complaint at 1-800-36-CHU6B You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance P.O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475-1771 Web: http://www.tdi.state.tx.as E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTE'S: Should you have a dispute concerning your premium or about a claim you should contact the agent first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY This notice is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE Para obtener information o para someter una quej a: Usted puede llamar al numero de telefono gratis de Chubb's para informacion o para someter una queja al 1-800-36-CHUBB Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerea de compamas, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas P.O. Box 149104 Austin, TX 78714-9104 FAX # (512) 475--1771. Web: http://www.Ldi.state.tx_us E-mail. ConsumerProtection@tdi.state.tx.us DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente primero. Si no se resueve la disputa, puede entonces comunicarse con el departar ento (TDI). UNA ESTE AV1SO A SU POLIZA Este aviso es solo para proposito de informacion y no se convierte en parte o condition del documento adjunto. Form 99- I0-0299 (Rev. 1-08) STANDARD GENERAL CONDITIONS OF TIME CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdmualy2, 2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article I — Definitions and Terminology..........................................................................................................1 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............................................................................................................................ I 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 Article 6 — Contractor's Responsibilities ................. 6.01 Supervision and Superintendence........ CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febwwy 2, 2016 ............................................................................19 ............................................................................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 Fees and Royalties........................................................................................................... 26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations................................................................................................................. 27 6.11 Taxes...........................................................................................................................................28 6.12 Use of Site and Other Areas....................................................................................................... 28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection.................................................................................................................. 29 6.15 Safety Representative.................................................................................................................. 30 6.16 Hazard Communication Programs............................................................................................. 30 6.17 Emergencies and/or Rectification............................................................................................... 30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work................................................................................................................... 32 6.20 Contractor's General Warranty and Guarantee.......................................................................... 32 6.21 Indemnification......................................................................................................................... 33 6.22 Delegation of Professional Design Services.............................................................................. 34 6.23 Right to Audit.............................................................................................................................. 34 6.24 Nondiscrimination.......................................................................................................................35 Article7 - Other Work at the Site...................................................................................................................35 7.01 Related Work at Site................................................................................................................... 35 7.02 Coordination................................................................................................................................36 Article 8 - City's Responsibilities................................................................................................................... 36 8.01 Communications to Contractor................................................................................................... 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 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febuaiy 2, 2016 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 11- Cost of the Work; Allowances; Unit Price Work; Plans Quantity Measurement ...................... 41 11.01 Cost of the Work......................................................................................................................... 41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work.......................................................................................................................... 44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12 - Change of Contract Price; Change of Contract Time................................................................. 46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................ 47 12.03 Delays.......................................................................................................................................... 47 Article 13 - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 48 13.01 Notice of Defects........................................................................................................................ 48 13.02 Access to Work........................................................................................................................... 48 13.03 Tests and Inspections.................................................................................................................. 48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................ 50 13.07 Correction Period........................................................................................................................ 50 13.08 Acceptance of Defective Work................................................................................................... 51 13.09 City May Correct Defective Work............................................................................................. 51 Article 14 - Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values...................................................................................................................... 52 14.02 Progress Payments...................................................................................................................... 52 14.03 Contractor's Warranty of Title................................................................................................... 54 14.04 Partial Utilization........................................................................................................................ 55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment..............................................................................................................................56 14.08 Final Completion Delayed and Partial Retainage Release........................................................ 56 14.09 Waiver of Claims........................................................................................................................ 57 Article 15 - Suspension of Work and Termination........................................................................................ 57 15.01 City May Suspend Work............................................................................................................. 57 15.02 City May Terminate for Cause................................................................................................... 58 15.03 City May Terminate For Convenience.......................................................................................60 Article16 - Dispute Resolution...................................................................................................................... 61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fe1mkiry2, 2016 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnoy2, 2016 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1-- DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof; and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda —Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment —The 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. S. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Felwuary2, 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 chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager -- The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febfmy 2, 2016 00 72 00 - 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 Fart Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department — The officially appointed Director of the Water Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 32. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement —The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order — A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmmy2, 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, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste —Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item — An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award —The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed —A written notice given by City to Contractor fixing the 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 trade 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision; Fcbnwy2,2016 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 Manager —The authorized representative of the City who will be assigned to the Site. 54. Public Meeting An announced meeting conducted by the City to facilitate public participation and to assist the public in gaining an informed view of the Project. 55. Radioactive MaterialSource, 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 thra Friday (excluding legal holidays). 57. Samples —Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 58. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 59. Schedule of ValuesA 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 casements 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febtuary2, 2016 007200-1 GENERAL CONDITIONS Page 6 of 63 63. Submittals —All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder —The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary Conditions That part of the Contract Documents which amends or supplements these General Conditions. 67. SupplierA manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and 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 or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATIION DOCUMENTS Revision: Fein wy2, 2016 007200-1 GENERAL CONDITIONS Page 7 of 63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 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 2.02 Copies of Documents City shall furnish to Contractor one (1) original Contract Documents, and four (4) additional cc furnished upon request at the cost of reproduction. executed copy and one (1) electronic copy of the spies of the Drawings. Additional copies will be 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Februaty 2, 2016 007200-1 GENERAL CONDITIONS Page 8 of 63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial Acceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 — CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "in conformity with," "as shown," or "as specified" are intentional in streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmmy 2, 20 M 007200-1 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febakay 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: 1. Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnkry2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 11 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. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdxxoy 2, 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: FexLwy2,2016 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract; or 2. the existence of such condition could reasonably have been discovered or revealed as a result of the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated. The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities, including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated. 1. If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision; Fchumy 2, 2016 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized: Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members, partners, employees, agents, consultants, or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnkny2, 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 from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fehmuy2, 2016 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall fivnish 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fcbnoy 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnoy2, 2016 007200-1 GENERAL CONDITIONS Page I8 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdxumyy2,2016 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 loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6 — CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febivaty2, 2016 007200-I 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: 1. 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 STANDARDCONSTRUCTfON SPECIFICATION DOCUMENTS Revision: Febnoy2,2016 007200-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid, unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 0132 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. "Or Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review. and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnuy 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnaay2, 2016 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: if a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. CITY OF FORT WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Felmiaty2, 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: CnYOF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnkuy2,2016 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 communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates, The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febniary2, 2016 00 72 00 - I GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdmimy2,2016 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 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: 176uuy2, 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, Subehapter 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. hlW://www.window.state.tx.us/taxinfo/taxfonns/93-fonns.html 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision; Fdxuaiy2, 2016 007200-I GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fetnumy2, 2016 00 72 00 - I GENERAL. CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdxumy2,2016 007200-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdxuary2, 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: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractors 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdmruy2, 2016 007200-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City, 2. recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.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. JEULS-INDEMNIFICATIONOVI I N IS SPECIFICALLY ]INTENDED T OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL R SHE DAMAGES SOUGHT WERE CAUSED. IN WHOLE OEM 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. THIS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: FdxuuyZ 2016 00 72 00 - 1 GENERAL CONDITIONS Page 34 of 63 waso-agry"I 10 - I M I I-TW r9l W" �71 §1 MIL . -Mt r► 1 - 0- K L LD _rl 1-j -1 a 6.22 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. if professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 6.22, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.18.C. 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnmy2,2016 007200-I 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 V1, 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febeuaiy2, 2016 007200-1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions: the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements; Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fehmuy2, 2016 007200-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 < insert name here >, or his/her successor pursuant to written notification from the Director of < insert managing department here >. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmwy2,2016 007200-I 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnay 2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 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: Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febfmy2, 20I6 007200-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11— COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included: The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.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.B, 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 STANDARD CONSTRUCTION SPECIFICATION DOCLiMENTS Revision; Fdxwy2, 2016 00 72 00 - I GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost Of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fein oy2, 2016 007200-1 GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded: The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revisiw Fdx=yZ 2016 00 72 00 - 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. 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 STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdxuary2,2016 00 72 00 - i GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 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. 5. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdnukvy7, 20 16 007200-1 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 12.0l.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 11.0l.A.4 and 11.0l.A.5, the Contractor's fee shall be five percent (50/o); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fcbnoy2, 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 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent (5%) of the amount paid to the next lower tier Subcontractor, however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.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 Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work, except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material, if any, which is to be furnished by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdxmy2, 201b 00 72 00 - 1 GENERAL CONDITIONS Page 49 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 thereon 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, nix 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnxuy2, 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. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdnuaty2, 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 d. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision; Fdxma y2, 2016 007200-1 GENERAL CONDITIONS Page 51 of 63 C. In special circumstances where a particular item of equipment is placed in continuous service before Final Acceptance of all the Work, the correction period for that item may start to run from an earlier date if so provided in the Contract Documents. D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 13.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor should such additional warranty coverage be required. Contractor may dispute this requirement by filing a Contract 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 CTFY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fehrmy 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: FdxualyZ 20 t6 007200-1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules, that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors, requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnimy 2, 2016 00 72 00 -1 GENERAL CONDITIONS Page 54 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Retainage: 1. For contracts less than $400,000 at the time of execution, 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fe1mary2, 2016 007200-1 GENERAL. CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdmimy2,2016 007200-I GENERAL CONDITIONS Page 56 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 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 CrrY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdmiaty2,2016 007200-I GENERAL CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 -- SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnmy 2, 20I6 007200-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011established under Paragraph 6.06.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. 1. If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Felntjmy2,2016 007200-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.B, Contractor's services will not be terminated if Contractor begins within seven days of receipt of notice of intent to terminate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days of receipt of said notice. D. Where Contractor's services have been so terminated by City, the termination will not affect any rights or remedies of City against Contractor then existing or which may thereafter accrue. Any retention or payment of moneys due Contractor by City will not release Contractor from liability. E. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.02, the termination procedures of that bond shall not supersede the provisions of this Article. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febaimy2, 2016 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer title to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2, 2016 007200-1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fdxua y2, 2016 00 72 00 - I GENERAL CONDITIONS Page 62 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Felanwy2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Felnuazy 2, 2016 007300-1 SUPPLEMENTARY CONDITIONS Page 1 of 5 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO 4 GENERAL CONDITIONS 5 6 Supplementary Conditions 7 8 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other 9 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 10 modified or supplemented remain in full force and effect as so modified or supplemented. All provisions I i of the General Conditions which are not so modified or supplemented remain in full force and effect. 12 13 Defined Terms 14 15 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 16 meaning assigned to them in the General Conditions, unless specifically noted herein. 17 18 Modifications and Supplements 19 20 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 21 other Contract Documents, 22 23 SC-3.03B.2, "Resolving Discrepancies" 24 25 Plans govern over Specifications. 26 27 SC-4.01A 28 29 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 30 Upon receiving the final easements descriptions, Contractor shall compare them to the lines shown on the 31 Contract Drawings. 32 33 SC-4.01A.1., "Availability of Lands" 34 35 The following is a list of known outstanding right-of-way, and/or easements to be acquired, if any as of 36 April 24, 2019. 37 38 Outstanding Right -Of -Way, and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION NONE 39 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 40 and do not bind the City. 41 42 If Contractor considers the final easements provided to differ materially from the representations on the 43 Contract Drawings, Contractor shall within five (5) Business Days and before proceeding with the Work, 44 notify City in writing associated with the differing easement line locations. 45 46 SC-4.01A.2, "Availability of Lands" 47 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised January 22, 2016 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 00 73 00 - 2 SUPPLEMENTARY CONDITIONS Page 2 of 5 Utilities or obstructions to be removed, adjusted, and/or relocated The following is list of utilities and/or obstructions that have not been removed, adjusted, and/or relocated as of April 24, 2019. EXPECTED UTILITY AND LOCATION OWNER TARGET DATE OF ADJUSTMENT ATMOS 4" Gas / Loving Avenue at 30`h St. M The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, and do not bind the City. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: A Report No. DG-08-18500, dated August 2, 2013, prepared by HVJ Associates, Inc., a sub -consultant of Stream Water Group, Inc., a consultant of the City, providing a geotechnical study for box culvert and channel improvements for Loving Avenue project in Fort Worth. The following are drawings of physical conditions in or relating to existing surface and subsurface structures (except Underground Facilities) which are at or contiguous to the site of the Work: S.U.E. Plan Sheet - Loving Ave, 01/10/19, Sheet 1 of 1. This sheet can be found in the Civil Plans as Sheet 5. SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None. SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: NONE (3) Other: NONE SC-5.04A., "Contractor's Insurance" The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following coverages for not less than the following amounts or greater where required by laws and regulations: 5.04A. Workers' Compensation, under Paragraph GC-5.04A. Statutory limits Employer's liability $100,000 each accident/occurrence $100,000 Disease - each employee $500, 000 Disease - policy limit SC-5.04B., "Contractor's Insurance" CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO, 00626 Revised January 22, 2016 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 00 73 00 - 3 SUPPLEMENTARY CONDITIONS Page 3 of 5 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with minimum limits of $1,000,000 each occurrence $2,000,000 aggregate limit The policy must have an endorsement (Amendment Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. SC 5.04C., "Contractor's Insurance" 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. $1, 000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: $250, 000 Bodily Injury per person / $500, 000 Bodily Injury per accident / $100,000 Property Damage SC-5.04D., "Contractor's Insurance" The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. The Contractual Liability coverage required by Paragraph 5.041) of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: (1) General Aggregate: (2) Each Occurrence: Required for this Contract $Confirm Limits with Railroad $Confirm Limits with Railroad X Not required for this Contract With respect to the above outlined insurance requirements, the following shall govern: CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised January 22, 2016 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 5 1. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. 2. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of -way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. 3. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at - grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. SC-6.04., "Project Schedule" Project schedule shall be tier 3 for the project. SC-6.07., "Wage Rates" The following is the prevailing wage rate table(s) applicable to this project and is provided in the Appendixes: 2013 Prevailing Wage Rates (Heavy and Highway Construction Projects) SC-6.09., "Permits and Utilities" SC-6.09A., "Contractor obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: NONE SC-6.09B. "City obtained permits and licenses" The following are known permits and/or licenses required by the Contract to be acquired by the City: NONE SC-6.09C. "Outstanding permits and licenses" The following is a list of known outstanding permits and/or licenses to be acquired, if any as of April 24, 2019: Outstanding Permits and/or Licenses to Be Acquired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22, 2016 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS CITY PROJECT NO. 00626 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 I6 I7 18 19 20 21 22 23 24 25 OWNER None SC-7.02., "Coordination" 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 5 PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION The individuals or entities listed below have contracts with the City for the performance of other work at the Site: Vendor Scope of Work Coordination Authority NONE SC-8.01, "Communications to Contractor" NONE SC-9.01., "City's Project Manager" The City's Project Manager for this Contract is Mike Bennett, P.E., PMP, mike.bennett(a7fortworthtexas.gov or (817) 392-7891 or his successor pursuant to written notification from the Director of Transportation and Public Works Department. SC-13.03C., "Tests and Inspections" NONE SC-16.01C.1, "Methods and Procedures" NONE END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/22/2016 F. Griffin SC-9.01., "City's Project Representative" wording changed to City's Project Manager. CITY OF PORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised January 22, 2016 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 01 1100- 1 SUMMARY OF WORK Page I of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 01 11 00 - 2 SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 01 11 00 - 3 SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS ]NOT USED] 2 1.6 ACTION SUBMITTALS/INFOR.MATIONAL 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] 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENT'S STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO, 00626 Revises! December 20, 2012 01 25 00 - 1 SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division I —General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. 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 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJGCT NO. 00626 Revised July 1, 2011 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 01 25 00 - 3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion, acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. WilI provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary, making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 30 31 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 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 I 1 Proposed Substitution: 12 Reason for Substitution: 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm _ Address Date Telephone For Use by City: Approved City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Recommended Not recommended By - Date Remarks Rejected Date Recommended _Received late LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS CITY PROJECT NO. 00626 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 013119 PRECONSTRUCTION MEETING 0I3119-1 PRECONSTRUCTION MEETING Page 1 of 3 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2, Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor, subcontractors and suppliers attending :meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting, prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised August 17, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 0131 19 - 2 PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Construction Schedule a. Prepare baseline construction schedule in accordance with Section 01 32 16 and provide at Preconstruction Meeting. b. City will notify Contractor of any schedule changes upon Notice of Preconstruction Meeting. 5. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. M/WBE or MBE/SBE procedures hh. Final Acceptance ii. FinaI Payment jj. Questions or Comments CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised August 17, 2012 of 31 19-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS INOT USED] 5 1.9 QUALITY ASSURANCE INOT 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 o EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised August 17, 2012 013120-1 PROJECT MEETINGS Page 1 of 3 1 SECTION 013120 2 PROJECT MEETINGS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Schedule, attend and administer as specified, periodic progress meetings, and 22 specially called meetings throughout progress of the Work. 23 2. Representatives of Contractor, subcontractors and suppliers attending meetings 24 shall be qualified and authorized to act on behalf of the entity each represents. 25 3. Meetings administered by City may be tape recorded. 26 a. If recorded, tapes will be used to prepare minutes and retained by City for 27 future reference. 28 4. Meetings, in addition to those specified in this Section, may be held when requested 29 by the City, Engineer or Contractor. 30 B. Pre -Construction Neighborhood Meeting 31 1. After the execution of the Agreement, but before construction is allowed to begin, 32 attend 1 Public Meeting with affected residents to: 33 a. Present projected schedule, including construction start date 34 b. Answer any construction related questions 35 2. Meeting Location 36 a. Location of meeting to be determined by the City. 37 3. Attendees 38 a. Contractor CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO, 00626 Revised July 1, 2011 013120-2 PROJECI' MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general, the neighborhood meeting will occur within the 2 weeks following 5 the pre -construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative, 10 2. Additional progress meetings to discuss specific topics will be conducted on an as - II needed basis. Such additional meetings shall include, but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings, prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 c. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 c. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include: 30 a. Review of Work progress since previous meeting 31 b. Field observations, problems, conflicts 32 c. Items which impede construction schedule 33 d. Review of off -site fabrication, delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress, schedule, during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 m. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO, 00026 Revised July 1, 2011 013120-3 PROJECT MEETINGS Page 3 of 3 1 6. Meeting Schedule 2 a. Progress meetings will be held periodically as determined by the Project 3 Representative. 4 1) Additional meetings may be held at the request of the: 5 a) City 6 b) Engineer 7 c) Contractor 8 7. Meeting Location 9 a. The City will establish a meeting location. 10 1) To the extent practicable, meetings will be held at the Site. 11 1.5 SUBMITTALS [NOT USED] 12 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 13 1.7 CLOSEOUT SUBMITTALS [NOT USED] 14 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 15 1.9 QUALITY ASSURANCE [NOT USED] 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY [NOT USED] 19 PART 2 - PRODUCTS [NOT USED] 20 PART 3 o EXECUTION [NOT USED] 2I 22 23 END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO, 00626 Revised July I, 2011 013216-1 CONSTRUCTION PROGRESS SCHEDULE Page I of 5 1 SECTION 0132 16 2 CONSTRUCTION PROGRESS SCHEDULE 3 PART 1- GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. General requirements for the preparation, submittal, updating, status reporting and 7 management of the Construction Progress Schedule 8 2. Specific requirements are presented in the City of Fort Worth Schedule Guidance 9 Document 10 B. Deviations from this City of Fort Worth Standard Specification 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 l —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 20 A. Definitions 21 1. Schedule Tiers 22 a. Tier 1- No schedule submittal required by contract. Small, brief duration 23 projects 24 b. Tier 2 - No schedule submittal required by contract, but will require some 25 milestone dates. Small, brief duration projects 26 c. Tier 3 - Schedule submittal required by contract as described in the 27 Specification and herein. Majority of City projects, including all bond program 28 projects 29 d. Tier 4 - Schedule submittal required by contract as described in the 30 Specification and herein. Large and/or complex projects with long durations 31 1) Examples: large water pump station project and associated pipeline with 32 interconnection to another governmental entity 33 e. Tier 5 - Schedule submittal required by contract as described in the 34 Specification and herein. Large and/or very complex projects with long 35 durations, high public visibility 36 1) Examples might include a water or wastewater treatment plant 37 2. Baseline Schedule - Initial schedule submitted before work begins that will serve 38 as the baseline for measuring progress and departures from the schedule. 39 3. Progress Schedule - Monthly submittal of a progress schedule documenting 40 progress on the project and any changes anticipated. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 0132 16 - 2 CONSTRUCTION PROGRESS SCHEDULE Page 2 of 5 1 4. Schedule Narrative - Concise narrative of the schedule including schedule 2 changes, expected delays, key schedule issues, critical path items, etc 3 B. Reference Standards 4 1. City of Fort Worth Schedule Guidance Document 5 1.4 ADMINISTRATIVE REQUIREMENTS 6 A. Baseline Schedule 7 1. General 8 a. Prepare a cost -loaded baseline Schedule using approved software and the 9 Critical Path Method (CPM) as required in the City of Fort Worth Schedule 10 Guidance Document. 11 b. Review the draft cost -loaded baseline Schedule with the City to demonstrate 12 understanding of the work to be performed and known issues and constraints 13 related to the schedule. 14 c. Designate an authorized representative (Project Scheduler) responsible for 15 developing and updating the schedule and preparing reports. 16 B. Progress Schedule 17 1. Update the progress Schedule monthly as required in the City of Fort Worth 18 Schedule Guidance Document. 19 2. Prepare the Schedule Narrative to accompany the monthly progress Schedule. 20 3. Change Orders 21 a. Incorporate approved change orders, resulting in a change of contract time, in 22 the baseline Schedule in accordance with City of Fort Worth Schedule 23 Guidance Document. 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 C. Responsibility for Schedule Compliance I. Whenever it becomes apparent from the current progress Schedule and CPM Status Report that delays to the critical path have resulted and the Contract completion date will not be met, or when so directed by the City, make some or all of the following actions at no additional cost to the City a. Submit a Recovery Plan to the City for approval revised baseline Schedule outlining: 1) A written statement of the steps intended to take to remove or arrest the delay to the critical path in the approved schedule 2) Increase construction manpower in such quantities and crafts as will substantially eliminate the backlog of work and return current Schedule to meet projected baseline completion dates 3) Increase the number of working hours per shift, shifts per day, working days per week, the amount of construction equipment, or any combination of the foregoing, sufficiently to substantially eliminate the backlog of work 4) Reschedule activities to achieve maximum practical concurrency of accomplishment of activities, and comply with the revised schedule 2. If no written statement of the steps intended to take is submitted when so requested by the City, the City may direct the Contractor to increase the level of effort in manpower (trades), equipment and work schedule (overtime, weekend and holiday work, etc.) to be employed by the Contractor in order to remove or arrest the delay to the critical path in the approved schedule. a. No additional cost for such work will be considered. CITY OF FORT WORTH LOVING AVENUE CULVERT' & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised July 1, 2011 2 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 01 32 16 - 3 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 5 D. The Contract completion time will be adjusted only for causes specified in this Contract. a. Requests for an extension of any Contract completion date must be supplemented with the following: 1) Furnish justification and supporting evidence as the City may deem necessary to determine whether the requested extension of time is entitled under the provisions of this Contract. a) The City will, after receipt of such justification and supporting evidence, make findings of fact and will advise the Contractor, in writing thereof. 2) 1f the City finds that the requested extension of time is entitled, the City's determination as to the total number of days allowed for the extensions shall be based upon the approved total baseline schedule and on all data relevant to the extension. a) Such data shall be included in the next updating of the Progress schedule. b) Actual delays in activities which, according to the Baseline schedule, do not affect any Contract completion date shown by the critical path in the network will not be the basis for a change therein. 2. Submit each request for change in Contract completion date to the City within 30 days after the beginning of the delay for which a time extension is requested but before the date of final payment under this Contract. a. No time extension will be granted for requests which are not submitted within the foregoing time limit. b. From time to time, it may be necessary for the Contract schedule or completion time to be adjusted by the City to reflect the effects of job conditions, weather, technical difficulties, strikes, unavoidable delays on the part of the City or its representatives, and other unforeseeable conditions which may indicate schedule adjustments or completion time extensions. 1) Under such conditions, the City will direct the Contractor to reschedule the work or Contract completion time to reflect the changed conditions and the Contractor shall revise his schedule accordingly. a) No additional compensation will be made to the Contractor for such schedule changes except for unavoidable overall contract time extensions beyond the actual completion of unaffected work, in which case the Contractor shall take all possible action to minimize any time extension and any additional cost to the City. b) Available float time in the Baseline schedule may be used by the City as well as by the Contractor. 3. Float or slack time is defined as the amount of time between the earliest start date and the latest start date or between the earliest finish date and the latest finish date of a chain of activities on the Baseline Schedule. a. Float or slack time is not for the exclusive use or benefit of either the Contractor or the City. b. Proceed with work according to early start dates, and the City shall have the right to reserve and apportion float time according to the needs of the project. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 01 32 16 - 4 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 5 1 c. Acknowledge and agree that actual delays, affecting paths of activities 2 containing float time, will not have any effect upon contract completion times, 3 providing that the actual delay does not exceed the float time associated with 4 those activities. 5 E. Coordinating Schedule with Other Contract Schedules 6 1. Where work is to be performed under this Contract concurrently with or contingent 7 upon work performed on the same facilities or area under other contracts, the 8 Baseline Schedule shall be coordinated with the schedules of the other contracts. 9 a. Obtain the schedules of the other appropriate contracts from the City for the 10 preparation and updating of Baseline schedule and make the required changes 11 in his schedule when indicated by changes in corresponding schedules. 12 2. In case of interference between the operations of different contractors, the City will 13 determine the work priority of each contractor and the sequence of work necessary 14 to expedite the completion of the entire Project. 15 a. In such cases, the decision of the City shall be accepted as final. 16 b. The temporary delay of any work due to such circumstances shall not be 17 considered as justification for claims for additional compensation. 18 1.5 SUBMITTALS 19 A. Baseline Schedule 20 1. Submit Schedule in native file format and pdf format as required in the City of Fort 21 Worth Schedule Guidance Document. 22 a. Native file format includes: 23 1) Primavera (P6 or Primavera Contractor) 24 2. Submit draft baseline Schedule to City prior to the pre -construction meeting and 25 bring in hard copy to the meeting for review and discussion. 26 B. Progress Schedule 27 1. Submit progress Schedule in native file format and pdf format as required in the 28 City of Fort Worth Schedule Guidance Document. 29 2. Submit progress Schedule monthly no later than the last day of the month. 30 C. Schedule Narrative 31 1. Submit the schedule narrative in pdf format as required in the City of Fort Worth 32 Schedule Guidance Document. 33 2. Submit schedule narrative monthly no later than the last day of the month. 34 D. Submittal Process 35 1. The City administers and manages schedules through Buzzsaw. 36 2. Contractor shall submit documents as required in the City of Fort Worth Schedule 37 Guidance Document. 38 3. Once the project has been completed and Final Acceptance has been issued by the 39 City, no further progress schedules are required. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July I, 2011 013216-5 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 5 1 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 2 1.9 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE 5 A. The person preparing and revising the construction Progress Schedule shall be 6 experienced in the preparation of schedules of similar complexity. 7 B. Schedule and supporting documents addressed in this Specification shall be prepared, 8 updated and revised to accurately reflect the performance of the construction. 9 C. Contractor is responsible for the quality of all submittals in this section meeting the 10 standard of care for the construction industry for similar projects. 11 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 12 1.11 FIELD [SITE] CONDITIONS [NOT USED] 13 1.12 WARRANTY [NOT USED] 14 PART 2 o PRODUCTS [NOT USED] 15 PART 3 - EXECUTION [NOT USED] 16 17 18 END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROTECT NO. 00626 Revised July 1, 2011 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 013233-1 PRECONSTRUCTION VIDEO Page I of 2 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. to 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 [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 4 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO, 00626 Revised July 1, 2011 0133 00 - 1 SUBMITTALS Page 1 of 10 1 SECTION 0133 00 2 SUBMITTALS 3 PART 1- 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 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 ADMINISTRATIVIF 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) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS LOVING AVENUE CULVERT& CHANNEL IMPROVEMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 013300-2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 30 31 32 33 34 35 36 37 38 SUBMITTALS Page 2 of 10 b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 013300-3 SUBMITTALS Page 3 of 10 1 b. Signature of submittal reviewer 2 c. Certification Statement 3 1) "By this submittal, I hereby represent that I have determined and verified 4 field measurements, field construction criteria, materials, dimensions, 5 catalog numbers and similar data and I have checked and coordinated 6 each item with other applicable approved shop drawings." 7 D. Submittal Format 8 1. Fold shop drawings larger than 8 Y2 inches x 11 inches to 8 % inches x 11inches. 9 2. Bind shop drawings and product data sheets together. 10 3. Order 11 a. Cover Sheet 12 1) Description of Packet 13 2) Contractor Certification 14 b. List of items / Table of Contents 15 c. Product Data /Shop Drawings/Sampies /Calculations 16 E. Submittal Content 17 1. The date of submission and the dates of any previous submissions 18 2. The Project title and number 19 3. Contractor identification 20 4. The names of: 21 a. Contractor 22 b. Supplier 23 c. Manufacturer 24 5. Identification of the product, with the Specification Section number, page and 25 paragraph(s) 26 6. Field dimensions, clearly identified as such 27 7. Relation to adjacent or critical features of the Work or materials 28 8. Applicable standards, such as ASTM or Federal Specification numbers 29 9. Identification by highlighting of deviations from Contract Documents 30 10. Identification by highlighting of revisions on resubmittals 31 11. An 8-inch x 3-inch blank space for Contractor and City stamps 32 F. Shop Drawings 33 1. As specified in individual Work Sections includes, but is not necessarily limited to: 34 a. Custom -prepared data such as fabrication and erection/installation (working) 35 drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS LOVING AVENUE CULVERT& CHANNEL IMPROVEMENTS CITY PROJECT NO.00626 Revised December 20, 2012 013300-4 SUBMITTALS Page 4 of 10 1 b. Scheduled information 2 c. Setting diagrams 3 d. Actual shopwork manufacturing instructions 4 e. Custom templates 5 f. Special wiring diagrams 6 g. Coordination drawings 7 h. Individual system or equipment inspection and test reports including: 8 1) Performance curves and certifications 9 L As applicable to the Work 10 2. Details 11 a. Relation of the various parts to the main members and lines of the structure 12 b. Where correct fabrication of the Work depends upon field measurements 13 1) Provide such measurements and note on the drawings prior to submitting 14 for approval. 15 G. Product Data 16 1. For submittals of product data for products included on the City's Standard 17 Product List, clearly identify each item selected for use on the Project. 18 2. For submittals of product data for products not included on the City's Standard 19 Product List, submittal data may include, but is not necessarily limited to: 20 a. Standard prepared data for manufactured products (sometimes referred to as 21 catalog data) 22 1) Such as the manufacturer's product specification and installation 23 instructions 24 2) Availability of colors and patterns 25 3) Manufacturer's printed statements of compliances and applicability 26 4) Roughing -in diagrams and templates 27 5) Catalog cuts 28 6) Product photographs 29 7) Standard wiring diagrams 30 8) Printed performance curves and operational -range diagrams 31 9) Production or quality control inspection and test reports and certifications 32 10) Mill reports 33 11) Product operating and maintenance instructions and recommended 34 spare -parts listing and printed product warranties 35 12) As applicable to the Work 36 H. Samples 37 1. As specified in individual Sections, include, but are not necessarily limited to: 38 a. Physical examples of the Work such as: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS CITY PROJECT NO.00626 Revised December 20, 2012 013300-5 SUBMITTALS Page 5 of 10 1 1) Sections of manufactured or fabricated Work 2 2) Small cuts or containers of materials 3 3) Complete units of repetitively used products color/texture/pattern 4 swatches and range sets 5 4) Specimens for coordination of visual effect 6 5) Graphic symbols and units of Work to be used by the City for independent 7 inspection and testing, as applicable to the Work 8 I. Do not start Work requiring a shop drawing, sample or product data nor any material 9 to be fabricated or installed prior to the approval or qualified approval of such item. 10 1. Fabrication performed, materials purchased or on -site construction accomplished 11 which does not conform to approved shop drawings and data is at the Contractor's 12 risk. 13 2. The City will not be liable for any expense or delay due to corrections or remedies 14 required to accomplish conformity. 15 3. Complete project Work, materials, fabrication, and installations in conformance 16 with approved shop drawings, applicable samples, and product data. 17 J. Submittal Distribution 18 1. Electronic Distribution 19 a. Confirm development of Project directory for electronic submittals to be 20 uploaded to City's Buzzsaw site, or another external FTP site approved by the 21 City. 22 b. Shop Drawings 23 1) Upload submittal to designated project directory and notify appropriate 24 City representatives via email of submittal posting. 25 2) Hard Copies 26 a) 3 copies for all submittals 27 b) If Contractor requires more than 1 hard copy of Shop Drawings 28 returned, Contractor shall submit more than the number of copies 29 listed above. 30 c. Product Data 31 1) Upload submittal to designated project directory and notify appropriate 32 City representatives via email of submittal posting. 33 2) Hard Copies 34 a) 3 copies for all submittals 35 d. Samples 36 1) Distributed to the Project Representative 37 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 013300-6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 SUBMITTALS Page 6 of 10 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 013300-7 SUBMITTALS Page 7 of 10 1 the City and to be so minor as not to involve a change in Contract Price or time for 2 performance, the City may return the reviewed drawings without noting an 3 exception. 4 5. Submittals will be returned to the Contractor under 1 of the fallowing codes: 5 a. Code 1 6 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 7 comments on the submittal. 8 a) When returned under this code the Contractor may release the 9 equipment and/or material for manufacture. 10 b. Code 2 11 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the 12 notations and comments IS NOT required by the Contractor. 13 a) The Contractor may release the equipment or material for 14 manufacture; however, all notations and comments must be 15 incorporated into the final product. 16 c. Code 3 17 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned 18 when notations and comments are extensive enough to require a 19 resubmittal of the package. 20 a) The Contractor may release the equipment or material for 21 manufacture; however, all notations and comments must be 22 incorporated into the final product. 23 b) This resubmittal is to address all comments, omissions and 24 non -conforming items that were noted. 25 c) Resubmittal is to be received by the City within 15 Calendar Days of 26 the date of the City's transmittal requiring the resubmittal. 27 d. Code 4 28 1) "NOT APPROVED" is assigned when the submittal does not meet the intent 29 of the Contract Documents. 30 a) The Contractor must resubmit the entire package revised to bring the 31 submittal into conformance. 32 b) It may be necessary to resubmit using a different 33 manufacturer/vendor to meet the Contract Documents. 34 6. Resubmittals 35 a. Handled in the same manner as first submittals 36 1) Corrections other than requested by the City 37 2) Marked with revision triangle or other similar method 38 a) At Contractor's risk if not marked CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 013300-8 SUBMITTALS Page 8 of 10 1 b. Submittals for each item will be reviewed no more than twice at the City's 2 expense. 3 1) All subsequent reviews will be performed at times convenient to the City 4 and at the Contractor's expense, based on the City's or City 5 Representative's then prevailing rates. 6 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 7 all such fees invoiced by the City. 8 c. The need for more than 1 resubmission or any other delay in obtaining City's 9 review of submittals, will not entitle the Contractor to an extension of 10 Contract Time. 11 7. Partial Submittals 12 a. City reserves the right to not review submittals deemed partial, at the City's 13 discretion. 14 b. Submittals deemed by the City to be not complete will be returned to the 15 Contractor, and will be considered "Nat Approved" until resubmitted. 16 c. The City may at its option provide a list or mark the submittal directing the 17 Contractor to the areas that are incomplete. 18 8. If the Contractor considers any correction indicated on the shop drawings to 19 constitute a change to the Contract Documents, then written notice must be 20 provided thereof to the City at least 7 Calendar Days prior to release for 21 manufacture. 22 9. When the shop drawings have been completed to the satisfaction of the City, the 23 Contractor may carry out the construction in accordance therewith and no further 24 changes therein except upon written instructions from the City. 25 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 26 following receipt of submittal by the City. 27 L. Mock ups 28 1. Mock Up units as specified in individual Sections, include, but are not necessarily 29 limited to, complete units of the standard of acceptance for that type of Work to 30 be used on the Project. Remove at the completion of the Work or when directed. 31 M. Qualifications 32 1. If specifically required in other Sections of these Specifications, submit a P.E. 33 Certification for each item required. 34 N. Request for Information (RFI) 35 1. Contractor Request for additional information 36 a. Clarification or interpretation of the contract documents 37 b. When the Contractor believes there is a conflict between Contract Documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 013300-9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 SUBMITTALS Page 9 of 10 c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [RIOT USED] 1.22 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1A.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 01 33 00 - 10 SUBMITTALS Page 10 of 10 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 013513-1 SPECIAL PROJECT PROCEDURES Page 1 of 8 1 SECTION 013513 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 1 ] 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 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 Requirements, Contract Forms and Conditions of the Contract 23 2. Division i — General Requirements 24 3. Section 33 12 25 — Connection to Existing Water Mains 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Coordination within Railroad permit areas 28 a. Measurement 29 1) Measurement for this Item will be by lump sum. 30 b. Payment 31 1) The work performed and materials furnished in accordance with this Item 32 will be paid for at the lump sum price bid for Railroad Coordination. 33 c. The price bid shall include: 34 1) Mobilization 35 2) Inspection 36 3) Safety training 37 4) Additional Insurance 38 5) Insurance Certificates 39 6) Other requirements associated with general coordination with Railroad, 40 including additional employees required to protect the right-of-way and 41 property of the Railroad from damage arising out of and/or from the 42 construction of the Project. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2. Railroad Flagmen 2 a. Measurement 3 1) Measurement for this Item will be per working day. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 will be paid for each working day that Railroad Flagmen are present at the 7 Site. 8 c. The price bid shall include: 9 1) Coordination for scheduling flagmen 10 2) Flagmen 11 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference 18 standard published at the time of the latest revision date logged at the end of this 19 Specification, unless a date is specifically cited. 20 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 21 High Voltage Overhead Lines. 22 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 23 Specification 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Coordination with the Texas Department of Transportation 26 1. When work in the right-of-way which is under the jurisdiction of the Texas 27 Department of Transportation (TxDOT): 28 a. Notify the Texas Department of Transportation prior to commencing any work 29 therein in accordance with the provisions of the permit 30 b. All work performed in the TxDOT right-of-way shall be performed in 31 compliance with and subject to approval from the Texas Department of 32 Transportation 33 B. Work near High Voltage Lines 34 1. Regulatory Requirements 35 a. All Work near High Voltage Lines (more than 600 volts measured between 36 conductors or between a conductor and the ground) shall be in accordance with 37 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 38 2. Warning sign 39 a. Provide sign of sufficient size meeting all OSHA requirements. 40 3. Equipment operating within 10 feet of high voltage lines will require the following 41 safety features 42 a. Insulating cage -type of guard about the boom or arm 43 b. Insulator links on the lift hook connections for back hoes or dippers 44 c. Equipment must meet the safety requirements as set forth by OSHA and the 45 safety requirements of the owner of the high voltage lines CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 013513-3 SPECIAL PROJECT PROCEDURES Page 3 of 8 1 4. Work within 6 feet of high voltage electric lines 2 a. Notification shall be given to: 3 1) The power company (example: ONCOR) 4 a) Maintain an accurate log of all such calls to power company and record 5 action taken in each case. 6 b. Coordination with power company 7 1) After notification coordinate with the power company to: 8 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 9 lower the lines 10 c. No personnel may work within 6 feet of a high voltage line before the above 11 requirements have been met. 12 C. Confined Space Entry Program 13 1. Provide and follow approved Confined Space Entry Program in accordance with 14 OSHA requirements. 15 2. Confined Spaces include: 16 a. Manholes 17 b. All other confined spaces in accordance with OSHA's Permit Required for 18 Confined Spaces 19 D. Air Pollution Watch Days 20 1. General 21 a. Observe the following guidelines relating to working on City construction sites 22 on days designated as "AIR POLLUTION WATCH DAYS". 23 b. Typical Ozone Season 24 1) May I through October 31. 25 c. Critical Emission Time 26 1) 6:00 a.m. to 10:00 a.m. 27 2. Watch Days 28 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 29 with the National Weather Service, will issue the Air Pollution Watch by 3:00 30 p.m. on the afternoon prior to the WATCH day. 31 b. Requirements 32 1) Begin work after 10:00 a.m. whenever construction phasing requires the 33 use of motorized equipment for periods in excess of 1 hour. 34 2) However, the Contractor may begin work prior to 10:00 a.m. if: 35 a) Use of motorized equipment is less than I hour, or 36 b) If equipment is new and certified. by EPA as "Low Emitting", or 37 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 38 alternative fuels such as CNG. 39 E. TCEQ Air Permit 40 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 41 F. Use of Explosives, Drop Weight, Etc. 42 1. When Contract Documents permit on the project the following will apply: 43 a. Public Notification 44 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 45 prior to commencing. 46 2) Minimum 24 hour public notification in accordance with Section 01 31 13 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 20I2 0135 13 - 4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 G. Water Department Coordination 2 1. During the construction of this project, it will be necessary to deactivate, for a 3 period of time, existing lines. The Contractor shall be required to coordinate with 4 the Water Department to determine the best times for deactivating and activating 5 those lines. 6 2. Coordinate any event that will require connecting to or the operation of an existing 7 City water line system with the City's representative. 8 a. Coordination shall be in accordance with Section 33 12 25. 9 b. If needed, obtain a hydrant water meter from the Water Department for use 10 during the life of named project. 11 c. In the event that a water valve on an existing live system be turned off and on 12 to accommodate the construction of the project is required, coordinate this 13 activity through the appropriate City representative. 14 1) Do not operate water line valves of existing water system. 15 a) Failure to comply will render the Contractor in violation of Texas Penal 16 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 17 will be prosecuted to the full extent of the law. 18 b) In addition, the Contractor will assume all liabilities and 19 responsibilities as a result of these actions. 20 H. Public Notification Prior to Beginning Construction 21 1. Prior to beginning construction on any block in the project, on a block by block 22 basis, prepare and deliver a notice or flyer of the pending construction to the front 23 door of each residence or business that will be impacted by construction. The notice 24 shall be prepared as follows: 25 a. Post notice or flyer 7 days prior to beginning any construction activity on each 26 block in the project area. 27 1) Prepare flyer on the Contractor's letterhead and include the following 28 information: 29 a) Name of Project 30 b) City Project No (CPN) 31 c) Scope of Project (i.e. type of construction activity) 32 d) Actual construction duration within the block 33 e) Name of the contractor's foreman and phone number 34 f) Name of the City's inspector and phone number 35 g) City's after-hours phone number 36 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 37 A. 38 3) Submit schedule showing the construction start and finish time for each 39 block of the project to the inspector. 40 4) Deliver flyer to the City Inspector for review prior to distribution. 41 b. No construction will be allowed to begin on any block until the flyer is 42 delivered to all residents of the block. 43 I. Public Notification of Temporary Water Service Interruption during Construction 44 1. In the event it becomes necessary to temporarily shut down water service to 45 residents or businesses during construction, prepare and deliver a notice or flyer of 46 the pending interruption to the front door of each affected resident. 47 2. Prepared notice as follows: CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 013513-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 a. The notification or flyer shall be posted 24 hours prior to the temporary 2 interruption. 3 b. Prepare flyer on the contractor's letterhead and include the following 4 information: 5 1) Name of the project 6 2) City Project Number 7 3) Date of the interruption of service 8 4) Period the interruption will take place 9 5) Name of the contractor's foreman and phone number 10 6) Name of the City's inspector and phone number 11 c. A sample of the temporary water service interruption notification is attached as 12 Exhibit B. 13 d. Deliver a copy of the temporary interruption notification to the City inspector 14 for review prior to being distributed. 15 e. No interruption of water service can occur until the flyer has been delivered to 16 alI affected residents and businesses. 17 f Electronic versions of the sample flyers can be obtained from the Project 18 Construction Inspector. 19 J. Coordination with United States Army Corps of Engineers (USAGE) 20 1. At locations in the Project where construction activities occur in areas where 21 USACE permits are required, meet all requirements set forth in each designated 22 permit. 23 K. Coordination within Railroad Permit Areas 24 1. At locations in the project where construction activities occur in areas where 25 railroad permits are required, meet all requirements set forth in each designated 26 railroad permit. This includes, but is not limited to, provisions for: 27 a. Flagmen 28 b. Inspectors 29 c. Safety training 30 d. Additional insurance 31 e. Insurance certificates 32 f. Other employees required to protect the right-of-way and property of the 33 Railroad Company from damage arising out of and/or from the construction of 34 the project. Proper utility clearance procedures shall be used in accordance 35 with the permit guidelines. 36 2. Obtain any supplemental information needed to comply with the railroad's 37 requirements. 38 3. Railroad Flagmen 39 a. Submit receipts to City for verification of working days that railroad flagmen 40 were present on Site. 41 L. Dust Control 42 1. Use acceptable measures to control dust at the Site. 43 a. If water is used to control dust, capture and properly dispose of waste water. 44 b. If wet saw cutting is performed, capture and properly dispose of slurry. 45 M. Employee Parking 46 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL 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 o PRODUCTS [NOT USED] 10 PART 3 a EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.4,13— Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 1.4.E — Added Contractor responsibility for obtaining a TCEQ Air Permit CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 2- 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 0135 13 - 7 SPECIAL PROJECT PROCEDURES Page 7 of 8 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 1 2 3 4 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 EXHIBIT B FORTWORTH DOE Ito. ILI,= Imo: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY ]IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. _ AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 014523-1 TESTING AND INSPECTION SERVICES Page 1 of 2 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 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution (if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 25 26 27 28 29 30 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEI. IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 01 50 00 -1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 11 d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include, but are not necessarily limited to. 16 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 — General Requirements 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 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 d. Contractor Payment for Construction Water 2 1) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and Lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for lighting, operation of equipment, or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone l 1 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off -site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. Locate facilities near Work Site and beep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 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 SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 o 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] I [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 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after 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] 6 7 S END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 01 55 26 - 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 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 28 29 30 31 32 33 34 35 36 37 38 A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 01 55 26 - 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit, such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 28 1.7 CLOSEOUT SUBMITTALS [NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY [NOT USED] 34 PART 2 PRODUCTS [NOT USED] 35 PART 3 - EXECUTION [NOT USED] 36 END OF SECTION CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 01 5526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROTECT NO. 00626 Revised July 1, 2011 015713-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Procedures for Storm Water Pollution Prevention Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the l l Contract 12 2. Division 1 -- General Requirements 13 3. Section 3125 00 — Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than 1 acre of disturbance 20 a. Measurement and Payment shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent: NOI 24 2. Notice of Termination: NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 S. Notice of Change: NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification, unless a date is specifically cited. 32 2. Integrated Storm Management (iSWM) Technical Manual for Construction 33 Controls 34 1.4 ADNIINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO, 00626 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 01 57 13 - 2 STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 40 1.5 SUBIVHTTALS 41 A. SWPPP 42 1. Submit in accordance with Section 0133 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 01 57 13 - 3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY [NOT USED] 11 PART 2 - PRODUCTS [NOT USED] 12 PART 3 - EXECUTION [NOT USED] 13 14 15 END OF SECTION Revision Log DATE NAME I SUMMARY OF CHANGE CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 015813 - 1 1 2 SECTION 015813 TEMPORARY PROJECT SIGNAGE TEMPORARY PROJECT SIGNAGE Page 1 of 3 3 PART 1- 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 SUB Ii+*iITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.22 WARRANTY [NOT USED] CITY OF FORT WORTH LOVING AVENUE CULVERT& CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 PART 2 - PRODUCTS 2.1 OWNER -FURNISHED [oR] OWN ER-SU PPLIEDPRODUCTS [NOT USED] 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Design Criteria 1. Provide free standing Project Designation Sign in accordance with City's Standard Details for project signs. B. Materials 1. Sign a. Constructed of %-inch fir plywood, grade A-C (exterior) or better 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION! [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Provide vertical installation at extents of project. 2. Relocate sign as needed, upon request of the City. B. Mounting options a. Skids b. Posts c. Barricade 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL. [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING, [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS CITY PROJECT NO. 00626 015813-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 3.12 PROl-ECTION [NOT USED] 2 3.13 MAINTENANCE 3 A. General 4 1. Maintenance will include painting and repairs as needed or directed by the City. 5 3.14 ATCACHMENTS [RIOT USED] 6 A. 7 8 9 Revision Log GATE NAME I SUMMARY OF CHANGE END OF SECTION CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0160 00 PRODUCT REQUIREMENTS 016000-1 PRODUCT REQUIREMENTS Page 1 of 2 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 Documents\Standard Products List 17 B. Only products specifically included on City's Standard Product List in these Contract 18 Documents shall be allowed for use on the Project. 19 1. Any subsequently approved products will only be allowed for use upon specific 20 approval by the City. 21 C. Any specific product requirements in the Contract Documents supersede similar 22 products included on the City's Standard Product List. 23 1. The City reserves the right to not allow products to be used for certain projects even 24 though the product is listed on the City's Standard Product List. 25 D. Although a specific product is included on City's Standard Product List, not all 26 products from that manufacturer are approved for use, including but not limited to, that 27 manufacturer's standard product. 28 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 29 Standard Product List. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION 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] CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 01 60 00 - 2 PRODUCT REQUIREMENTS Page 2 of 2 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 o EXECUTION [NOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List CITY OF FORT WORTH LOVING AVENUE. CULVERT & CIANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 01 66 00 - 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 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 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION 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. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised JuIy 1, 2011 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 S. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10, Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO, 00626 Revised July 1, 2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 o EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 REINSTALLATION [NOT USED] 11 3.7 FIELD loR] ,SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised July 1, 2011 016600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 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 SLT[VVVIARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel, equipment, and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel, equipment, and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel, equipment, and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel, equipment, and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment, supplies, and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel, equipment, and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects 45 a. Mobilization and Demobilization CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised November 22, 2016 01 70 00 - 2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 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 11 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 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 City Department/Division for direction on if 26 Mobilization pay item to be included or the item should be subsidiary. Include the 27 appropriate Section 1.2 A. 1.] 28 1. Mobilization and Demobilization 29 a. Measure 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 2. Remobilization for suspension of Work as specifically required in the Contract 36 Documents 37 a. Measurement 38 1) Measurement for this Item shall be per each remobilization performed. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under "Measurement" will be paid for at the unit 42 price per each "Specified Remobilization" in accordance with Contract 43 Documents. 44 c. The price shall include: 45 1) Demobilization as described in Section 1.1.A.2.a.1) 46 2) Remobilization as described in Section 1.I.A.2.a.2) CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised November 22, 2016 O17000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 d. No payments will be made for standby, idle time, or lost profits associated this 2 Item. 3 3. Remobilization for suspension of Work as required by City 4 a. Measurement and Payment 5 1) This shall be submitted as a Contract Claim in accordance with Article 10 6 of Section 00 72 00. 7 2) No payments will be made for standby, idle time, or lost profits associated 8 with this Item. 9 4. Mobilizations and Demobilizations for Miscellaneous Projects 10 a. Measurement 11 1) Measurement for this Item shall be for each Mobilization and 12 Demobilization required by the Contract Documents 13 b. Payment 14 1) The Work performed and materials furnished in accordance with this Item 15 and measured as provided under "Measurement" will be paid for at the unit 16 price per each "Work Order Mobilization" in accordance with Contract 17 Documents. Demobilization shall be considered subsidiary to mobilization 18 and shall not be paid for separately. 19 c. The price shall include: 20 1) Mobilization as described in Section 1.1.A.3.a.1) 21 2) Demobilization as described in Section 1.1.A.3.a.2) 22 d. No payments will be made for standby, idle time, or lost profits associated this 23 Item. 24 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 25 a. Measurement 26 1) Measurement for this Item shall be for each Mobilization and 27 Demobilization required by the Contract Documents 28 b. Payment 29 1) The Work performed and materials furnished in accordance with this Item 30 and measured as provided under "Measurement" will be paid for at the unit 31 price per each "Work Order Emergency Mobilization" in accordance with 32 Contract Documents. Demobilization shall be considered subsidiary to 33 mobilization and shall not be paid for separately. 34 c. The price shall include 35 1) Mobilization as described in Section 1.I.A.4.a) 36 2) Demobilization as described in Section 1.1.A.3.a.2) 37 d. No payments will be made for standby, idle time, or Iost profits associated this 38 Item. 39 1.3 REFERENCES [NOT USED] 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS [NOT USED] 42 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 43 1.7 CLOSEOUT SUBMITTALS [NOT USED] 44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised November 22, 2016 01 70 00 - 4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2 o PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED] 7 8 9 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. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised November 22, 2016 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 017123 2 CONSTRUCTION STAKING AND SURVEY 3 PART I - GENERAL 4 1.1 SUNINIARY 5 A. Section Includdes: 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 I — 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 Iump sum price bid for "As -Built Survey". CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised February 14, 2018 017123-2 CONSTRUCTION STAKING AND SURVEY Page 2 of S 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 l . Construction Survey - The survey measurements made prior to or while D 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 Survey —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 fill 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) — 01 71 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 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254 (qualifications based selection) for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 0133 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTH LOVING AVENUE, CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised February 14, 2018 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 4 (refer to 01 71 23.16.01— Attachment A — Survey Staking Standards). 5 1.7 CLOSEOUT SUBMITTALS 6 B. As -built Redline Drawing Submittal 7 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 10 — Survey Staking Standards) . 11 2. Contractor shall submit the proposed as -built and completed redline drawing 12 submittal one (1) week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as -built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re -stake for any reason, the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City, a 29 sufficient number of stakes or markings have been lost, destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re -stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor. 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut, the Contractor shall perform 41 construction survey and verify control data including, but not limited to, the 42 following: 43 1) Verification that established benchmarks and control are accurate. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised February 14, 2018 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2) Use of Benchmarks to furnish and maintain all reference lines and grades 2 for tunneling. 3 3) Use of line and grades to establish the Iocation of the pipe. 4 4) Submit to the City copies of field notesused to establish all lines and 5 grades, if requested, and allow the City to check guidance system setup prior 6 to beginning each tunneling drive. 7 5) Provide access for the City, if requested, to verify the guidance system and 8 the line and grade of the carrier pipe. 9 6) The Contractor remains fully responsible for the accuracy of the work and 10 correction of it, as required. 11 7) Monitor line and grade continuously during construction. 12 8) Record deviation with respect to design line and grade once at each pipe 13 joint and submit daily records to the City. 14 9) If the installation does not meet the specified tolerances (as outlined in 15 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 16 the installation in accordance with the Contract Documents, 17 C. As -Built Survey 18 1. Required As -Built Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor is to coordinate with City to confirm which features require as- 21 built surveying. 22 b. It is the Contractor's responsibility to coordinate the as -built survey and 23 required measurements for items that are to be buried such that construction 24 activities are not delayed or negatively impacted. 25 c. For sewer mains and water mains 12" and under in diameter, it is acceptable 26 to physically measure depth and mark the location during the progress of 27 construction and take as -built survey after the facility has been buried. The 28 Contractor is responsible for the quality control needed to ensure accuracy. 29 3. General 30 a. The Contractor shall provide as -built survey including the elevation and 31 location (and provide written documentation to the City) of construction 32 features during the progress of the construction including the following: 33 1) Water Lines 34 a) Top of pipe elevations and coordinates for waterlines at the following 35 locations: 36 (1) Minimum every 250 linear feet, including 37 (2) Horizontal and vertical points of inflection, curvature, 38 etc. 39 (3) Fire line tee 40 (4) Plugs, stub -outs, dead-end lines 41 (5) Casing pipe (each end) and all buried fittings 42 2) Sanitary Sewer 43 a) Top of pipe elevations and coordinates for force mains and siphon 44 sanitary sewer lines (non -gravity facilities) at the following locations: 45 (1) Minimum every 250 linear feet and any buried fittings 46 (2) Horizontal and vertical points of inflection, curvature, 47 etc. 48 3) Stormwater — Not Applicable CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL 1MPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROTECT NO, 00626 Revised February 14, 2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 b. The Contractor shall provide as -built survey including the elevation and 2 location (and provide written documentation to the City) of construction 3 features after the construction is completed including the following: 4 1) Manholes 5 a) Rim and flowline elevations and coordinates for each manhole 6 2) Water Lines 7 a) Cathodic protection test stations 8 b) Sampling stations 9 c) Meter boxes/vaults (All sizes) 10 d) Fire hydrants l 1 e) Valves (gate, butterfly, etc.) 12 f) Air Release valves (Manhole rim and vent pipe) 13 g) Blow off valves (Manhole rim and valve lid) 14 h) Pressure plane valves 15 i) Underground Vaults 16 (1) Rim and flowline elevations and coordinates for each 17 Underground Vault. 18 3) Sanitary Sewer 19 a) Cleanouts 20 (1) Rim and flowline elevations and coordinates for each 21 b) Manholes and Junction Structures 22 (1) Rim and flowline elevations and coordinates for each 23 manhole and junction structure. 24 4) Stormwater —Not Applicable 25 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 26 1.11 FIELD [SITE] CONDITIONS [NOT USED] 27 1.12 WARRANTY 28 PART 2 - PRODUCTS 29 A. A construction survey will produce, but will not be limited to: 30 1. Recovery of relevant control points, points of curvature and points of intersection. 31 2. Establish temporary horizontal and vertical control elevations (benchmarks) 32 sufficiently permanent and located in a manner to be used throughout construction. 33 3. The location of planned facilities, easements and improvements. 34 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 35 areas, utilities, streets, highways, tunnels, and other construction. 36 b. A record of revisions or corrections noted in an orderly manner for reference. 37 c. A drawing, when required by the client, indicating the horizontal and vertical 38 Iocation of facilities, easements and improvements, as built. 39 4. Cut sheets shall he provided to the City inspector and Survey Superintendent for all 40 construction staking projects. These cut sheets shall be on the standard city template 41 which can be obtained from the Survey Superintendent (817-392-7925). 42 5. Digital survey files in the following formats shall be acceptable: 43 a. AutoCAD (.dwg) 44 b. ESRI Shapefile (.shp) CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised February 14, 2018 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 2 standard templates, if available) 3 6. Survey files shall include vertical and horizontal data tied to original project 4 control and benchmarks, and shall include feature descriptions PART 3 - EXECUTION 6 3.1 INSTALLERS 7 A. Tolerances: 8 1. The staked location of any improvement or facility should be as accurate as 9 practical and necessary. The degree of precision required is dependent on many 10 factors all of which must remain judgmental. The tolerances listed hereafter are 1 I based on generalities and, under certain circumstances, shall yield to specific 12 requirements. The surveyor shall assess any situation by review of the overall plans 13 and through consultation with responsible parties as to the need for specific 14 tolerances. 15 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 16 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 17 1.0 ft. tolerance. 18 b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 19 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 20 walkways shall be located within the confines of the site boundaries and, 21 occasionally, along a boundary or any other restrictive line. Away from any 22 restrictive line, these facilities should be staked with an accuracy producing no 23 more than 0.05ft. tolerance from their specified locations. 24 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 25 electric lines, shall be located horizontally within their prescribed areas or 26 easements. Within assigned areas, these utilities should be staked with an 27 accuracy producing no more than 0.1 ft tolerance from a specified location. 28 e. The accuracy required for the vertical location of utilities varies widely. Many 29 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 30 should be maintained. Underground and overhead utilities on planned profile, 31 but not depending on gravity flow for performance, should not exceed 0.1 ft. 32 tolerance. 33 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 34 specifications or in compliance to standards. The City reserves the right to request a 35 calibration report at any time and recommends regular maintenance schedule be 36 performed by a certified technician every 6 months. 37 1. Field measurements of angles and distances shall be done in such fashion as to 38 satisfy the closures and tolerances expressed in Part 3.1.A. 39 2. Vertical locations shall be established from a pre -established benchmark and 40 checked by closing to a different bench mark on the same datum. 41 3. Construction survey field work shall correspond to the client's plans. Irregularities 42 or conflicts found shall be reported promptly to the City. 43 4. Revisions, corrections and other pertinent data shall be logged for future reference. 44 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised February 14, 2018 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.2 EXAMINATION [NOT USED] 2 3.3 PREPARATION [NOT USED] 3 3.4 APPLICATION 4 3.5 REPAIR / RESTORATION 5 A. If the Contractor's work damages or destroys one or more of the control 6 monuments/points set by the City, the monuments shall be adequately referenced for 7 expedient restoration. 8 1. Notify City if any control data needs to be restored or replaced due to damage 9 caused during construction operations. 10 a. Contractor shall perform replacements and/or restorations. 11 b. The City may require at any time a survey "Field Check" of any monument 12 or benchmarks that are set be verified by the City surveyors before further 13 associated work can move forward. I4 3.6 REINSTALLATION [NOT USED] 15 3.7 FIELD loR] SITE QUALITY CONTROL 16 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 17 City in accordance with this Specification. This includes easements and right of way, if 18 noted on the plans. 19 B. Do not change or relocate stakes or control data without approval from the City. 20 3.8 SYSTEM STARTUP 21 A. Survey Checks 22 1. The City reserves the right to perform a Survey Check at any time deemed 23 necessary. 24 2. Checks by City personnel or 3'6 party contracted surveyor are not intended to 25 relieve the contractor of his/her responsibility for accuracy. 26 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES [NOT USED] 30 3.12 PROTECTION [NOT USED] 31 3.13 MAINTENANCE [NOT USED] 32 3.14 ATTACHMENTS [NOT USED] 33 END OF SECTION 34 Revision Log CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised February 14, 2018 017123-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 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.$ 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 CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised February 14, 2018 o ITI iR"rl'HR Section 01 7123.01- Attachment A Survey Staking Standards February 2017 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 0*1\01 71 23.16.01—Attachment A —Survey Staking Standards.docx Page 1 of 22 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. Forprojects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.goy/txdotman,uals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table ©f Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Deiivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 2 of 22 I. SuirveV 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 ' :'I GAS OR OIL YELLOW TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS PINK SANITARY SEWER IRRIGATION AND RECLAIMED WATER ' III. Standard Stalling 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) 1 3/4" long 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 22 Ili. Survey Equipment, Control and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/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. IL 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. 11. 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 anythiniz that needs vertical grading with a tolerance of 0.25' or less is allowed. D. Control Points Set 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, T 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. 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 point=North: 0, East=0 C. Geoid model used, Example: GEOID12A O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 22 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. Proiected Coordinate System: NAD_1983_5tatePlane_Texas_North_Central_FIP5 4202—reet Projection: Lambert —Conformal —Conic Fa I se_Easti ng: 1968500.00000000 False —Northing: 6561666.66666667 Central Meridian:-98.50000000 Standard Parallel 1: 32.13333333 Standard Pa ra I le 12: 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 Convention ,below 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 blaming Convention This is the preferred format: City Project Number Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234 As -built of Water on Main Street Grid NAD83 TXSP 4202.csv O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 5 of 22 File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv Example Control Stakes 0ASpecs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 6 of 22 U Q m cl� w _ I J m � n O Lij J W 101 C> EL. = 100. OD' 4 -I L'' I ' -- L LJ m I ,f 11 U) I} Q �i Ld < m O D 0 Q 0 0 0 0 P #1U11=5 N00o.00 E=5000.00 m� L1J Of O V. !Dater Staking Standards O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 7 of 22 A. Centerline Staking-- Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. Grade is to top of pipe (T/P) for 12" diameter pipes or smaller IV. Grade to flow line (F/I_) 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 VII. 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 II. Same grading guidelines as above III. Staking of radius points of greater than 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. rire 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 III. 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 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 8 of 22 Ck W Of Z3 w i� Lr.. 0 7-O/SqW/L 7`O/SOLW/L 8� n 5TA=1+72.81 F C-3.81 19t7 EL- 101.16' W c r za F O Y m W O d EL Ld � Y W mF a r o W W � Z Z •Z W N + �- LLI IL M7 O E=1 m ( w o O� r. O u O U z� 0/ W/L tiSTA=O+a[i h C 3.78 !� Wad Qm" O m W < w1e _ loao ��mm w �mZ m x A. Sanitary Sewer Staking O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 9 of 22 A. Centerline Staking — Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking II. 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 atone manhole, each line shall have a cut/fill and direction noted 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 I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IL 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 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 0 W � W 2 O15 it SS LLL12' W _J Lu Cr 7 r s� < lid t3 lei [r a Co i7 i J Example Sanitary Sewer Stakes , I � 4� c-_4�11 � s7m-3+7101II 3m C--QR `;� av � rh � w B < LL a ,,_ Np o z Lu � v a C) 22' Q/S SS I �IA STA�4+Ro I� wz C-6 � yr 1�6 L< Lil aqL� Z EC ¢ = EL L/ L� NLZ 4 � -- F'FO v a � _ FF � a ELwl 4[ �JJ m xz � S N Q z $ 0 D Q O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Sta nda rds.docx Page 11 of 22 V11. Story Sewer & Inlet Staking A. Centerline Staking o Straight Line Tangents I. 1 offset stake every 200' on even stations II. Grades are to flowline of pipe unless otherwise shown on plans Ill. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stokes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves 1. 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'totaI 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 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 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A^Survey Staking Standards.docx Page 12 of 22 Example Storm Inlet Stakes FRONT (SIDE FACING �) BACK (901 MaND H.O.W.) PONT; T), . II HLO E EsVAMN m 1 HUB VATH TACK DAM OF Ci1W — —EDGE 4F PriY6? NT— D m 1 0 i z m IDENTIFIES WHICH END OF THE WIND -i BEING STAKED m . 1 INLET STATION t (IF NOTED 4N PL4 !C, IDENTIFlES GRADE TO TOP OF CURB 1� + 0 f IDENTIFIES FGRADE LA NNE TO S7 NO P N s) FRONT (SIDE FACING 01 D TJC 31 i _ DISTANCES FOR _INLEL STANDARD 10' m 16' RECESSED 10 - STANDARD DOUBLE la' : 26.67 RECESSED DOUBLE 1 O" _'..+}j i - I I I i RAM DF INLET FI l 01 bI RIM rl .-k `• I ' -• $ivCK OF CURD IDENTFIM 11111CN END OF THE YANG BEING STAKED BACK �513E FADNO H.4.W.) PRINT 0 ' HUB F1.E AMON a 16 I I I 1 i I FACE 4F INLET FACE OF INLET . EDGE OF PAVE)AENT O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 13 of 22 FLDMJNE — — — EDGE C PA'vEK 4T Vill. 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 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 22 Example Curb & Gutter Stakes FRONT (SIDE FACING q-) F I€ FRONT I©.Um6s u4,, FRONT(SDE FAQINC ¢j RUIPIT O �+ a/c FRONT (SIDE FACING [� PONT OF CURVATURE ;— (SIDE FACING IL) I � Oi Z. BACK IT)V. 1084 iFlES OFFSET 13 TO ASIDE FACING R.d.1N) SAtl4 Cr cupa ax FjC Tf I o FOR FACE or CUM l?v T III I Pd N r # g l + Laic,. III I IOQMSES CiMM IS Is III I Il T%O' @ TOP OF 4UFo NO GRADE 4NI0 HfJN ELEVATION i � } rnaGlus rolnlrs ! 1 1 TOP 4F CURB j- BACK OF CURB FACE OF CURB'�I r�— � }� FLOWI NI EDGE OF PAVEMENT Example Curb & Gutter Stakes at Intersection O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 15 of 22 r L i F� m I� a � 0aani Ewa IUI F01 — — "�� n nr u~i�IzI� w d o m b p a a cw Lu 1wwna J It �I_r b it ¢ Ld W � � F OI 3ONV1Sl0 IA ,CAS A k 9U3 d6 }I3VI3 a Yam m s GUM ja Move � I n } E[ 3�N4`15E9 'A4`Vi ,95 1} a r a w �F to bomz ¢ U � � � 6 jF lC O r ur a O m b C ,z W " s_.., 4VA ,01 D #w O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 16 of 22 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) Date: Standard City Cut Sheet City Project Number: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANTICONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT # STATION OFFSET DESCRIPTION PROP. STAKED -CUT + FILL -LTI+RT GRADE ELEV. 0:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01 Attachment A_Survey Staking Standards.docx Page 17 of 22 X. As -built Surveb 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 O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 18 of 22 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. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01 Attachment A_Survey Staking Standards.docx Page 19 of 22 a ; K .•i .7-1 O:\Specs-Stds Governance Process\7emporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 20 of 22 -1s'WL n;r R1A sTA ws7'm - !L WL fPLDVD DAl MWL (F1D1'D 9V RE IWE 6 SWZE EX/5T, IT WATER WE VANE 5• PAUXOMR CaMN&T TO EX SY. 5'WYAMR E - LBEAD WrAW h1gSQW SLEEVE FOX 8 `♦3DfJCM J [EGAM VA FfD F � �•7 l sIrU951WOE If, EP7A537,794 LOrf6! R re 'vCY7l, MA' E229'i311.5170 SrAOW03 - F IOL 1-!s'X RiaCllC1R TEE J�-'� h FI f.3rE 7 c� - h ME M?l4AYP= ; - ALF elraLYRkflr ISM h1E'EAi7� �'/'/�// r'�su'osav�ev %yVALVC ���es m " µ LDr 1 g� cJ:ri3 rmCw.aww.F.IftA ?} xr(jJjj• T yx m ft Ehu OJAA -t• \ h63�D3d9Tw tPr 2 � �,I 17i / J� ec--ya:, r vnrhn ` J A.ado-�Ys by C WA MR F&I P PMPOSFD -AFMWE & SALVeW SMOAW S EXIM SEE SUM rsire Y111YE srAo-rzu� , law 1M57AU- 1Di A / hle4,iVERr,"0 sw.rvream AIR5WUIT'Imf i+cyrrcirr uc E-MXN5.3072 e,_7•n6,m,,m SCA 04nW - IP L MIMP PU 5TAa'M-W ^ l 6' STA46W - 12'W r A1SrAW 1N AU4 IMMW (-IPAUSQ1) SLEEVE t1Ir ffVEAr.B&D /-0A VM aWO E% LF R LMATF.R Pm N6F}4/U55591T N'65i/OfY : CXWhr=r TO MST IE'WATER £ i><r.Ali 9AJ� E•7_Z9ll-SOi6S70 Nih'9411<53719 E'-i�S309Afi3f P O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.15.01_Attachment A_Survey Staking Standards.docx Page 21 of 22 ,xwa-n-..r.°^ 4 11W V4GfU-uN 173fUyd 1.11.7 ��•fYIsm f1W .L'17H5 UM' bjlVA pp 5 G4 EAlt 0 alt. ._ :. V 3Nl7 5S'dfkld 09•0'V.[S 3N17 N,')lifW k) 14 -� I :�ti� �y CA JI ... _.' ea-�_A..,...:�i- _ ld =r" off #�: ' k' ._ -.' T_' J' -—r:.1`� it.. j--•p.ir.FJ:.e J 23.16.01_Attachment A —Survey Staking Standards.docx Page 22 of 22 \0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 23 of 23 Obviously the .csv or .txt 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. POINT NO. NORTHING FASTING ELEV. DESCRIPTION 1 6946257.189 2296079,165 726.09 SSMH RIM f 2 6946260.893 2296062.241 725.668 GV RIM 3 6946307.399 2296038.306 726.85GVRIM Ciifbl��ri 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.116 722.123 GV RIM 6 6946190.528 2296022.721 722.325 FH 7 6946136.012 2295992.115 719.448 WM RIM 8 6946002.267 2295919.133 713.331 WM RIM TX L 9 6946003.056 2295933.418 713,652 CO RIM I U 10 6945984.677 2295880,52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895:077 2295860.962 707.72 WM RIM 13 6945896.S91 2295862.189 708.205 WM RIM�- 14 6945934,286 2295841.925 709,467 WM RIM 15 6945936,727 2295830.441 710.084 CO RIM 16 6945835.678 2295799.707 707,774 SSMH RIM j 17 6945817,488 2295827.011 708.39Z SSMH RIM 18 6945759.776 2295758.643 711.218 SSMH RIM 19 6945768.563 2295778-424 710.086 GV RIM 20 6945743.318 2295788.392 710,631 GV RIM 21 6945723.219 2295754,394 712.849 GV RIM 22 6945682.21 2295744.22 716.686 WM RIM.' 23 6945621.902 2295669.471 723,76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM C € 7 t' 25 6945571.059 2295655.195 727.514 SSMH RIM 26 6945539.498 2295667,803 729.123 WM RIM "jt1 27 6945519,834 229561.9.49 732,689 WM RIM 28 6945417.879 2295580.27 740.521 WM RIM 29 6945456.557 2295643.145 736.451 CO RIM t t S I j> i tiJ 30 6945387,356 2295597.101 740.756 GV RIM 31 6945370.688 2295606.793 740,976 GV RIMS 32 6945383.53 2295620.559 740,408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 6945319.365 2295539,728 746.777 CO RIM 35 6945242.289 2295570.715 748.454 WM RIM 36 6945233.624 2295544,626 749.59 SSMH RIM L 37 6945206.483 2295529.305 751.058 WM RIM_ 38 6945142-015 2295557.666 750,853 WM RIM 39 40 6945113.445 6945049.02 2295520.335 2295527.345 751.871 WM RIM 752.257 SSMH RIM r, r %E 41 6945041.024 2295552.675 751.79 WM RIM 42 G945038.878 2295552,147 751,88 WM RIM S Soh Y�r 43 6945006.397 2295518.135 752.615 WM RIM 11} zifF 44 6944944,782 2295520.535 752,801 WM RIM 45 6944943.432 2295556.479 752.156 WM RIM 46 6944860.416 2295534,397 752.986 SSMH RIM AP O(L O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\0171 23.16.01 Attachment A_Survey Staking Standards.docx Page 24 of 24 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. O:\Specs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 25 a ----- - ---- ------ T m E s E E. E m o d � r - '- -'--- -- --- --'-- ----- ----- - ----- -----' ---pry--- ----- ---'- s M� , g M `i I � � 1 61 �1 �pCp�S5 e M uu � _ lu t ie i a_ z z _ tm e V 0ASpecs-Stds Governance Process\Temporary Spec Files\Capital Delivery\Cap Delivery Div 01\01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 26 of 26 0174 23 - l CLEANING Page 1 of 4 I SECTION 0174 23 2 CLEANING 3 PART 1 - 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: I 1 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. I7 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised July 1, 2011 01 74 23 - 2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 a PRODUCTS 4 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 a 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 REINSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised July 1, 2011 01 74 23 - 3 CLEANING Page 3 of 1 6. Handle materials in a controlled manner with as few handlings as possible. 2 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 3 this project. 4 8. Remove all signs of temporary construction and activities incidental to construction 5 of required permanent Work. 6 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 7 have the cleaning completed at the expense of the Contractor. 8 10. Do not burn on -site. 9 B. Intermediate Cleaning during Construction 10 1. Keep Work areas clean so as not to hinder health, safety or convenience of 11 personneI in existing facility operations. 12 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 13 3. Confine construction debris daily in strategically located container(s): 14 a. Cover to prevent blowing by wind 15 b. Store debris away from construction or operational activities 16 c. Haul from site at a minimum of once per week 17 4. Vacuum clean interior areas when ready to receive finish painting. 18 a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 19 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 20 may become airborne or transported by flowing water during the storm. 21 C. Interior Final Cleaning 22 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 23 foreign materials from sight -exposed surfaces. 24 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 25 3. Wash and shine glazing and mirrors. 26 4. Polish glossy surfaces to a clear shine. 27 5. Ventilating systems 28 a. Clean permanent filters and replace disposable filters if units were operated 29 during construction. 30 b. Clean ducts, blowers and coils if units were operated without filters during 31 construction. 32 6. Replace all burned out lamps. 33 7. Broom clean process area floors. 34 8. Mop office and control room floors. 35 D. Exterior (Site or Right of Way) Final Cleaning 36 1. Remove trash and debris containers from site. 37 a. Re -seed areas disturbed by location of trash and debris containers in accordance 38 with Section 32 92 13. 39 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 40 that may hinder or disrupt the flow of traffic along the roadway. 41 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 42 junction boxes and inlets. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 017423-4 CLEANING Page 4 of 4 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 1 2 3 PART1m GENERAL 4 1.1 SUMMARY SECTION 0177 19 CLOSEOUT REQUIREMENTS 017719-1 CLOSEOUT REQUIREMENTS Page I of 3 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees, Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: l . Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23, C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment 39 D. Notice of Project Completion CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July I, 2011 017719-3 CLOSEOUT REQUIREMENTS Page 3 of 3 1 1. Once the City Project Representative finds the Work subsequent to Final Inspection 2 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 3 E. Supporting Documentation 4 1. Coordinate with the City Project Representative to complete the following 5 additional forms: 6 a. Final Payment Request 7 b. Statement of Contract Time 8 c. Affidavit of Payment and Release of Liens 9 d. Consent of Surety to Final Payment 10 e. Pipe Report (if required) 11 f. Contractor's Evaluation of City 12 g. Performance Evaluation of Contractor 13 F. Letter of Final Acceptance 14 1. Upon review and acceptance of Notice of Project Completion and Supporting 15 Documentation, in accordance with General Conditions, City will issue Letter of 16 Final Acceptance and release the Final Payment Request for payment. 17 3.5 REPAIR / RESTORATION [NOT USED] 18 3.6 RE -INSTALLATION [NOT USED] 19 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 20 3.8 SYSTEM STARTUP [NOT USED] 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION (NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised July 1, 2011 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Page 1 of 5 I 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 I2 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 I —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 '/2 inches x 11 inches 34 b. Paper 35 1) 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 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of 5 1 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: 1.3 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 in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 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 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 017823-4 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 l) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. 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 USED] 32 19 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 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised December 20, 2012 017823-5 OPERATION AND MAINTENANCE DATA 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 o EXECUTION [NOT USED] 6 END OF SECTION 7 Page 5 of 5 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A, I —title of section removed CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised December 20, 2012 01 78 39 - 1 PROJECT RECORD DOCUMENTS Page 1 of 4 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 SUBMITTALSANFORMATIONAL 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 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised July 1, 2011 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 4 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 a PRODUCTS 18 2.1 OWNER -FURNISHED [oR] 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 I 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 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 a17839-3 PROJECT RECORD DOCUMENTS Page 3 of 4 1 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 determined 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 LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 01 78 39 - 4 PROJECT RECORD DOCUMENTS Page 4 of 4 c. Call attention to each entry by drawing a "cloud" around the area or areas affected. d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revisibn Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 APPENDIX GC-4.01 Availability of Lands a "Parcel #1" - Lot 24, Block 39, Oak Grove Addition - Easement - D215101115 ® Lot 7, Block 47, Oak Grove Addition - City Acquisition - D214101125 Lot 7, Block 48, Oak Grove Addition - City Acquisition - D214101119 o "Parcel #4" - Lot 6, Block 48, Oak Grove Addition - Easement - D213124605 ® "Parcel #5" - Lot 5, Block 48, Oak Grove Addition - Easement - D214199850 ® "Parcel #6" - Lot 4, Block 48, Oak Grove Addition - Easement - D214079390 ® "Parcel #7" - Lot 3, Block 48, Oak Grove Addition - Easement - D214174008 o "Parcel #8" - Lot 2, Block 48, Oak Grove Addition - Easement - D214128255 "Parcel #9" - Lot 1, Block 48, Oak Grove Addition - Easement - D213312731 ® "Parcel #20" - Lot 3, Block 31, Worth Hills Addition - ROW Dedication - D213167007 Lots 1 AND 2, Block 31, Worth Hills Addition - City Acquisition - D214241335 o "Parcel #22" - Lot 3, Block 30, Worth Hills Addition - ROW Dedication - D213190300 ® "Parcel #23" - Lot 2, Block 30, Worth Hills Addition - ROW Dedication - D213190305 ® Lots 4 - 20, Block 10, Hugh M. Johnson Addition - Tax Resale Deed - D224025607 ® Lots 1, 2, AND 3, Block 10, Johnsons Addition to Rosen Heights - Special Warranty Deed - D213166978 GC-4.02 Subsurface and Physical Conditions 0 DG-08-18500, dated August 2, 2013, prepared by HVJ Associates, Inc GC-4.04 Underground Facilities o S.U.E. Plan Sheet - Loving Ave, 05/30/19, Sheet 1 of 1. GC-6.06.D Minority and Women Owned Business Enterprise Compliance e MBE Special Instructions for Offerors ® MBE Subcontractors/Suppliers Utilization Form * MBE Prime Contractor Waiver Form o MBE Good Faith Effort Form o MBE Joint Venture Eligibility Form GC-6.07 Wage Rates ® 2013 PREVAILING WAGE RATES (HEAVY AND HIGHWAY CONSTRUCTION PROJECTS GR 01 60 00 Product Requirements o CITY OF FORT WORTH WATER DEPARTMENT'S STANDARD PRODUCT LIST 0 CITY OF FORT WORTH CITY-WIDE STANDARD PRODUCT LIST 99 00 00 ArmorFlex Specification - Tapered CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised July 1, 2011 GC-4.01 Availability ®f Lamle THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.00626 Revised July 1, 2011 LOVING AVE CHANNEL AND CULVERT IMPROVEMENTS (MAJOR DRAINAGE) Parcel # 1 Doe # 5655 3000 Lowing Ave BLOCK 30 LOT 24 OAK GROVE ADDITION FORT WORTH STATE OF TEXAS § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT §ALA Cr � 0 CITY OF FORT WORTH PERMANENT SEWER FACILITY EASEMENT � � ( 0 m DATE: 07126/2013 GRANTOR: TRIUNION FINANCIAL CORPORATION AND JIMMY W. WOL FF AND RODNEY A. WILLIAMS, SHAREHOLDERS. � (D C0 C Cr 3 GRANTOR'S MAILING ADDRESS (including County): 1709 NORWOOD LANE � a ARLINGTON, TX 76013-1602 (TARRANT COUNTY) Cn X m cp a CD -� X o > GRANTEE: CITY OF FORT WORTH 00 � Coz K GRANTEE'S MAILING ADDRESS (including County): ; 1000 THROCKMORTON ST. > .� FORT WORTH, TARRANT COUNTY, TX 76102 r � CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being- a 0.002 acre strip of land situated in LOT 24 BLOCK 39, OAKGROVE ADDITION, being an addition to the City of Fart Worth, Tarrant County, Texas, according to the plat thereof recorded in Volume 309, Page 59, Plat Records, Tarrant county, Texas, Said 0.002 acre strip of land being a. portion of that same tract of land conveyed to TRIUNION FINANCIAL CORPORATION, by deed as recorded in Tarrant County Clerk's instrument No. D246187927, Deed Records, Tarrant County, Texas, said 0.002 acre (91sf.) strip of land being more particularly described in attached exhibits "A". Grantor, for the consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, PERMANENT SEINER FACUTY EASEMENT RGV. ON1212010 0 e n ! aryb A. V f r perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer Line Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes in, upon, under and across a portion of the Property and more fully described in Exhibit "A" and Exhibit "B" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to eater Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (lt) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement Tract which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 10u' anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this deedleasementlnamed instrument, and the repurchase price will be the price the City paid Grantor in this acquisition. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever, and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] PERMANENT SEINER FACILITY EASEMENT ReY. 0511 V2010 I %Alp. %Y we 0 GRANTOR: GRANTEE: City of Fort Worth F, 10 AND �4W IMM F Ly� E AS Fernando Costa I LY JSII M M E H e6L jDE F 1UNION FINANCIAL Assistant City Manager j X PO �Tl ;S,ORPORATI GRANTOR: RODNEXJJ. —VJL-CIAMS, INDIVIDUALLY AND ,,AS SHAREHOLDER OF TRIUNION FMNCIAL CORPORATION APPROVED AS TO FORM AND LEGALITY Assistant city Attorney (Acknowledgment) THE STATE OF, LeEXAS - COUNTY OF � r Z/ This instrument was acknowledged before me on the � day of —, 2013, by Jimmy W. Wolff, Individually and as shareholderof Triunion Fin Corporation. I L l-,-i V;A 31 PERMANENT SEWER FACILITY EASEMENT Rev. 0511212010 Not(ary Public, State of Texas Notary's Name (printed): Notary's commission expires: ■ t4 4 T YE f (Acknowledgment) THE STATE OF -TEXAS COUNTY OF '�>ZA-4-Z—f-4- This instrument was acknowledged before me on the /a day of ML , 2093, by Norary EubP6, Mate of Texas Notary's Name (printed): Notary's commission expires: PERMANENT SEWER FACILITY EASEMENT Rev. 05/121201 o [ uatIb %F of r ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me.that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY ELAND AND SEAL_ OF OFFICE this �� day of Z-1 otary Public in and for the State of Texas tVOMA DAN#E!S =_ Notory 1~ta'bi€c. State of Texas MV commission Expires � PERMANENT SEWER FACILITY EASEMENT Rev. 06112I2090 EXHIBIT "A" LOVING CHANNEL — PARCEL 1 PERMANENT ;SEWER FACILITY EASEMENT LOT 24, BLOCK 39 OAK GROVE ADDITION, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a 0.002 acre strip of land situated its LOT 24 BLOCK 39, OATS GROVE ADDITION, being an addition to the City of Port Worth, Tarrant County, Texas, according to the plat thereof recorded in Volume 309, Page 59, Plat Records, Tarrant County, Texas, said 0.002 acre strip of land being a. portion of that same tract of land conveyed to T1RI,UNION FRINANCIAL CORPORATION, by deed as recorded in Tarrant County Clerk's Instrument No. D206187927, Deed Records, Tarrant County, Texas, said 0.002 acre strip being herein more particularly described by metes and bounds as follows; BEGINNING at a 1/2 inch iron rod with a cap stamped "SPOOKIER & ASSOCIATES" set (CIRS) at the southwest property corner of the said Lot 24, same being at the intersection of the north right-of-way line of 30£h Street (a 60 foot wide right-of-way) and the east right-of-way line of Loving Avenue (a 60 foot wide right-of-way); THENCE North 00013' 18" West, along the west property line of said Lot 24 and along the said east right-of-way Iine, a distance of 9.29 feet to a CfRS, from which a C1RS at the northwest property comer of the said Lot 24 bears North 00'13' 18" West, a distance of 40.71 feet; THENCE South 64°52'23" East, over and across the said Lot 24, a distance of 21.70 feet to a CIRS on the south property line of the said Lot 24, same being the said north right-of-way line of 30`h Street; THENCE South 89°46'42" West, along the said south property fide of Lot 24 and along the said north right-of-way Iine, a distance of 19,61 feet to the POINT OF BEGINNING. Herein described tract of land containing 0.002 acres (91 square feet) of land, more or less, DOTE; The basis of bearings for this surrey is the Texas State Plane NAD83 North Central Zone (4202). I do hereby certify on this 5th day of July, 2012, that the above legal description was prepared from public records and from an actual and accurate survey upon the ground and that the same is true and correct. Spooner & Associates, Inc, Eric S. Spooner, RPLS Registered Professional Land Surveyor Texas Registration Number 5922 Dated, V-6-12 Exhibit "A" page 1 of 2 ERIC S. SPOONER 112" IRON ROD WITH CAP M&IPED "SPOONER A ASSOCIATESm SET UNLESS I�f` ERWISE NOTED pI ACT � ASS s a' Lars FAOUND ct lorf I APPROX.. LOCATIaN OFSURVI:YL1NE 9% ;0T'. SST' T - tsaft. o.w,) OWNER, LOT 24 :RIUNION F! 'dANCL41. CO, [ ; ! PLi CfC3 TC.0 I. NO D20618792i Ll JU D.RTCT LOT 7, BLOCK48 E/jY/yj.f�.E �fl4lly 1�7R+V��E�C.. Ayi�yd!✓'l li�l�' P.Jam/ / YietL.. Sop, PCB-'. 59, His r o I f 'L.3 Pmri' r EXHIBIT "A" 19. PERMANENT SEWER FACILITY ESMT. 0.002ACRIES (91 S.Fj L PK NAIL F'ND_ Lora �" F,,A�W�fT7, JOLOCK47 I Rl]VP A"i.of l lON 0 40' - so, VOL. j VOL. 309, PC. 59, .SEE ATTACHED LEGAL DESCRIPTION GRAPHIC SCALE IN. FEET ON PAGE 7 OF E3(HIIT(r WHEREIN � — — - _ _ 1 a Q 40' I LOrZ Lor21 LINE TABLE NO. DIRECTION LIST. L I N004'13'IS W 9.29' L2gg Sh2 "5+ 2Sti"E/21.@7,Y �d S89*4V'42 YY I�rV7+ . iS CAHFT tiC� 0 291 LABSTRAC LOT22 s89°4642"W - MOOD' ! LOT23, SLOCK39 VAKOROVEADDMON VOL. 309, PCB. 59, P.R. r.C. T. I = 46'4M.. -140 00' THE BASIS OF -BEARINGS FOR THIS SURVEY IS THE TEXAS STATE PLANE NA083 NORTH CENTRAL ZONE (4202). LOVING CHANNEL — PERMANENT SEWER FACILITY EASMENT — PARCEL i PROPERTY.' LOT 24, t OC9 39. OAK.GROW A►DOMON LOC6+T109, CITY OF FONT woRTN. TARRw COilNTY, TEXAS YMOl.EPROPERTY AG`F"GF. a11607ACRES (PLOT) EXHIBIT "A" PAGE 3 OF 3 'am Av NO.: 1"a nR4V17N BY: C-NIR E: 7 -- DATE 542 CNECKED Or S.S. AiCAD FILE; 16d3-EASEIRIIbb1TS ISPOONR & A.SSOC., INC..309 Rv9Aa smFFr giJlsF inn. Put eaa ry 7¢nma 19 "Effiia.s.'SPOONER ........ ...... I ....... .... e"zpl � 4 i?�, 011: Electronicaliy Recorded Tarrant County Official Public Records 5119120148:57 AM D214101125 r�r��l�lyAi3f�A BIC) $28.00 L arc Submitter: XEROXCOMMERCIAL NOWi���.ITY NOTICE OF CONAGHTS: IF YOU ARE A NATURWIMASON, YOU MAY REMOVE OR STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROm ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL. SECURITY NUMBER OR YOUR DRIVER'S LICENSE PLUMBER. Date: 7/26/2013 GF 4/2 h' ?(?�i_ri_ Grantor: RJM DEVELOPMENT CORPORATION AND JIMMY W. WOLFF AND RODNEY WILLIAMS, SHAREHOLDERS Grantor's Mailing Address: P.O. Box 14181 Arlington, Texas 76094-1181 Grantee: CITY OF FORT WORTH, A MUNICIPAL CORPORATION Grantee's Mailing Address: 1000 THROCKMORTON, FORT WORTH, TARRANT COUNTY, TEXAS Consideration: TEN AND N01100--- ($10.00) ---DOLLARS and other good and valuable consideration, the receipt of which is hereby acknowledged and confessed, Property (including any improvements): BEING LOT 7 BLOCK 47 OF OAK GROVE ADDTION (FORT WORTH) ALSO KNOWN AS 0000 LOVING AVE A TRACT OF LAND DEEDED TO RJM DEVELOPMENT CORPORATION AS RECORDED IN COUNTY CLERK'S FILE NO. D204029703 OF THE DEED RECORDS OF TARRANT COUNTY, TEXAS. (TAD ACCOUNT#06589839) Reservations froiva Conveyance_ A. THIS CONVEYANCE IS MADE SUBJECT TO AND THERE IS EXCEPTED HEREFROM, ALL OIL, GAS AND OTHER MINERALS AND ROYALTIES HERETOFORE RESERVED OR CONVEYED TO OTHERS AND GRANTOR HEREBY EXCEPTS AND RESERVES UNTO GRANTOR, GRANTOR'S HEIRS SUCCESSORS AND ASSIGNS FOREVER, ALL REMAINING OIL, GAS AND OTHER MINERALS IN AND UNDER AND THAT MAY BE PRODUCED FROM TM LANDS DESCRIBED HEREIN, IF THE MINERAL ESTATE IS SUBJECT TO EXISTING PRODUCTION OR AN EXISTING LEASE, THIS RESERVATION INCLUDES THE PRODUCTION, THE LEASE AND ALL BENEFITS FROM rF GRANTOR DOES HEREBY EXPRESSLY RELEASE AND WANE, ON BEHALF OF THE GRANTOR AND THE GRANTOR'S HEIRS, SUCCESSORS, AND ASSIGNS, ALL RIGHTS OF INGRESS AND EGRESS, AND ANY AND ALL OTHER RIGHTS OF EVERY KIND AND CHARACTER WHATSOEVER, TO EN -MR UPON AND USE ANY PART OF THE SURFACE OF THE SUBJECT PROPERTY FOR ANY PURPOSE INCIDENT TO EXPLORING FOR, DEVELOPING, DRILLING FOR, PRODUCING, TRANSPORTING, MINING, TREATING, OR STORING THE OIL, GAS AND OTIIER MINRR ALS IN, ON, AND UNDER THE SUBJECT PROPERTY. B_ NOTHING HEREIN CONTAINED SHALL EVER BE CONSTRUED TO PREVENT THE GRANTOR, OR THE GRANTOR'S HEIRS, SUCCESSORS, OR ASSIGNS, FROM DEVELOPING OR PRODUCING THE OIL, GAS AND OTHER MINERALS IN AND UNDER THE SUBJECT PROPERTY BY POOLING OR BY DIRECTIONAL DRILLING UNDER THE SUBJECT PROPERTY FROM WELL SITES LOCATED ON TRACTS OUTSIDE THE SUBJECT PROPERTY. Exceptions to Conveyance and Warranty: THIS CONVEYANCE IS EXECUTED, DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR, ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEE'S USE OF THE SUBJECT PROPERTY, MAINTENANCE FUND LIENS, ZONING ORDINANCES, UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES, IF ANY, ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF TILE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED, RECORDED EASEMENTS, MINERAL, RESERVATIONS AND LEASES, RESTRICTIONS, COVENANTS, Page 1 of 3 CONDMONS, RIGHTS OF WAY EASEMENTS, IF ANY, AFFECTING THE HEREII+T DESCRIBED PROPERTY BUT ONLY TO THE EXTENT TILE SAME ARE VALID AND SUBSISTING: Under Subehapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the 1& anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this deed/easementh amed instrument, and the repurchase price will be the price Grantee paid Grantor in this acquisition. Grantor, for the consideration and subject to the Reservation from Conveyance and Exceptions to Conveyance and Warranty, grants, sells, and conveys to Grantee the property, together with all and singular the rights and appurtenances thereto in any wise belonging, to have and hold it to Grantee, Grantee's heirs, executors, administrators, successors, or assigns forever. Grantor hereby binds Grantor and Grantor's heirs, executors, administrators, and successors to warrant and forever defend all and singular the property to Grantee and Grantee's heirs, executors, administrators, successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof, except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty, when the claim is by, through, or under Grantor, but not otherwise. When the context requires, singular nouns and pronouns include the plural. GRANTORS: JIEW.W 1VIDl1ALLYAND AS O AREH OF RJM DEVELOPMENT CORP f0 ROD NEY A. WIL S, INbIrVVfD 0ALLY AND AS SHAP,EML OF RJM DEVELOPMENT COR150RATION APPROVES FOR FORM AND LEGALITY: CITY OF JOZ;RTNORTH � BY: (Acknowledgment) THE STATE OF TEXAS COUNTY OF This instrument was acknowledged before me on the day of z0.r , 2013_, by Jimmy W. Wolff Individ,gally and as sllarehol r C.9rporation 41 i C F "Af l {' {x S� Nbtary Publi6, State of Texas Notary's Name (printed): Notary's commission expires: Page 2 of 3 (Acknowledgment) THE STATE OF JEXAS COUNTY -OF � This instrument was acknowledged before me on the day of 14 201 .3 by Rodney A. Williams. Individually and as sharaholdar_-o JM Development Cofporation., "i£*J� iA' +:+'h'11iie"Mt:%c�^vlft"^�98:n N18T`� +fV•i Notaryy Public, State of Texas Notary's Name (printed): Notary's commission expires: (Acknowledgment) E STATE OF TEXAS C NTYOF This ins 'ment was acknowledged before me on the 20 by day of OF BEHALF OF SAID Notary Public, State of Texas Notary's Name (printed): Notary's commission expires: NOTICE- This document affects your legal rights. Read it carefully AFTER RECORDING RETURN TO' CITY OF FORT WORTH, A MUNICIPAL CORPORATION 1000 THROCKMORTON ST FORT WORTH, TEXAS 76102 signing. Page 3 of 3 GRANTEE: CITY OF FORT WORTH Fernando Costa Assistant City Manager THE STATE OF TEXAS COUNTY OF7-4.rrqW#- This insl by (Acknowledgment) fv014tA DANSS watary Public. S1010 ni Tf0tos Lx z My COMM19swn Wiles(Notary Public, State of Texas .. jUly 10, 2047 Notary's Name (printed); Notary's commission expires: NOTICE: This document affects your legal rights. Read It carefully before signing. AFTER RECORDING RETURN TO: CITY OF FORT WORTH, A MUNICIPAL CORPORATION 1000 THROCKMORTON ST FORT WORTH, TEXAS 76102 Electronically Recorded Tarrant County Official Public Records 6119/2014 8:56 AM D214101119 PE0IAL WARRAV DEED $28,00 ttwo� as ae.c. NOTICE OF, COfd • ��0j8IGHT8: IF YOU A��i���Pi�� U MAY REMOVE OR STRIK ANY OR ALL OF THE FOLLOWING 10*1616MON FROM ANY INSTRUMENT T"AT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED IFOR RECORD IN THE PUBLIC RECORD,: YOUR GOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. ALAMC TITLE: kC'0 P_ANY Date: 7/2612013 GF 1/700000 3 �_ % .s/c 7 /�7Z / � Grantor: Thunion Financial Corporation and Jimmy W. Wolff and Rodney A. Williams, shareholders Grantor's Mailing Address: 1709 Norwood Lane Arlington, Texas 76013-1602 Grantee: CITY OF FORT WORTH, A MUNICIPAL, CORPORATION Grantee's Mailing Address: 1000 THROCKMORTON, FORT WORTH, TARRANT COUNTY, TEXAS Conslderateon:TEN AND N01100— ($10.00) —DOLLARS and other good and valuable consideration, the receipt of which Is hereby acknowiadged and confessed; Property (Including any improvements): BEING LOT 7 BLOCK 48 OF OAK GROVE ADDTION (FORT WORTH) ALSO KNOWN AS 2975 LOVING AVE A TRACT OF LAND DEEDED TO TRIUNION FINANCIAL CORPORATION AS RECORDED IN COUNTY CLERK'S FILE NO. D204101908 OF THE DEED RECORDS OF TARRANT COUNTY, TEXAS. (TAD ACCOUNT#02000601) Reservations from Conveyance: A. THIS CONVEYANCE IS MADE SUBJECT TO AND THERE IS EXCEPTED HEREFROM, ALL OIL, GAS AND OTHER MINERALS AND ROYALTIES HERETOFORE RESERVED OR CONVEYED TO OTHERS AND GRANTOR HEREBY EXCEPTS AND RESERVES UNTO GRANTOR, GRANTOR'S HFJRS SUCCESSORS AND ASSIGNS FOREVER, ALL REMAINING OIL, GAS AND OTHER MINERALS IN AND UNDER AND THAT MAY BE PRODUCED FROM THE LANDS DESCRIBED HEREIN, IF THE MINERAL ESTATE IS SUBJECT TO EXISTING PRODUCTION OR AN EXISTING LEASE, THIS RESERVATION INCLUDES THE PRODUCTION, THE LEASE AND ALL BENEFITS FROM IT. GRANTOR DOES HEREBY EXPRESSLY RELEASE AND WAIVE, ON BEHALF OF THE GRANTOR AND THE GRANTOR'S HEIRS, SUCCESSORS, AND ASSIGNS, ALL RIGHTS OF INGRESS AND EGRESS, AND ANY AND ALL OTHER RIGHTS OF EVERY KIND AND CHARACTER WHATSOEVER, TO ENTER UPON AND USE ANY PART OF THE SURFACE OF THE SUBJECT PROPERTY FOR ANY PURPOSE INCIDENT TO EXPLORING FOR, DEVELOPING, DRILLING FOR, PRODUCING, TRANSPORTING, MINING, TREATING, OR STORING THE OIL, GAS AND OTHER MINERALS IN, ON, AND UNDER THE SUBJECT PROPERTY. B. NOTHING HEREIN CONTAINED SHALL EVER BE CONSTRUED TO PREVENT THE GRANTOR, OR THE GRANTOR'S HEIRS, SUCCESSORS, OR ASSIGNS, FROM DEVELOPING OR PRODUCING THE OIL, GAS AND OTHER MINERALS IN AND UNDER THE SUBJECT PROPERTY BY POOLING OR BY DIRECTIONAL DRILLING UNDER THE SUBJECT PROPERTY FROM WELL SITES LOCATED ON 'TRACTS OUTSIDE THE SUBJECT PROPERTY. Exceptions to Conveyance and Warranty: THIS CONVEYANCE IS EXECUTED, DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR, ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEE'S USE OF THE SUBJECT PROPERTY, MAINTENANCE FUND LIENS, ZONING ORDINANCES, UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES, IF ANY, ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED, RECORDED EASEMENTS, MINERAL, RESERVATIONS AND LEASES, RESTRICTIONS, COVENANT'S, CONDITIONS, RIGHTS OF WAY EASEMENTS, IF ANY, AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING: Under Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the IO'h anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward Page 1 of 3 the use for which the property was acquired under this decd/easement/named instrument, and the repurchase price will be the price Grantee paid Grantor in this acquisition. Grantor, for the consideration and subject to the Reservation from Conveyance and Exceptions to Conveyance and Warranty, grants, sells, and conveys to Grantee the property, together with all and singular the rights and appurtenances thereto in any wise belonging, to have and hold it to Grantee, Grantee's heirs, executors, administrators, successors, or assigns forever. Grantor hereby binds Grantor and Grantor's heirs, executors, administrators, and successors to warrant and forever defend all and singular the property to Grantee and Grantee's heirs, executors, administrators, successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof, except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty, when the claim is by, through, or under Grantor, but not otherwise. When the context requires, singular nouns and pronouns include the plural. GRANTORS: fIWA—LLYA-ND AS TRIUNION FINANCIAL RODNEY MS, INDIVIDUALLY AND AS SHA OLDER OF TRIUNION FINANCIAL CORPORATION APPROVED FOR FORM AND LEGALITY: CITY OF FORT WORTHY,/ BY - (Acknowledgment) (Acknowledgment) THE STATE OFT XAS COUNTY OF't This instrument was acknowledged before me on the -L, day of , 2013_, by Jimmy W. Wolff Individually as shar Corporation. ,ice Wytary Publid, State of Texas Notary's Name (printed): Notary's commission expires: Page 2 of 3 (Acknowledgment) THE STATE OF ERAS COUNTY O A c1/1- This instrument was acknowledged before me on the Zg) day of 20 13 by Rodney A. Williams —Individually -and as shareholder oLunIQn_FinancW_Corooration. STATE OF TEXAS kTY OF This instrur�nt 20_ _ Notary ublle, State of Texas Notary's Name (printed): Notary's commission expires: (Acknowledgment) was acknowledged before me on the day of py OF F SAID Notary Public, State of Texas Notary's Name (printed): Notary's commission expires: NOTICE: This document affects your legal rights_ Read it carefully AFTER RECORDING RETURN TO: CITY OF FORT WORTH, A MUNICIPAL CORPORATION 1000 THROCKMORTON ST FORT WORTH, TEXAS 76102 Page 3 of 3 GRANTEE: CITY OF FORT WORTH Fernando Costa Assistant City Manager (Acknowledgment) THE STATE OF TEXAS COUNTY OF "?�- This n moment wass acknowledged before me on the al P day of S� 2d by hvA-a TON'EHALF OF SAID d s�ANiELS'Notary Publio, State of Texas Notary's Name (printed): H N0101y Pubilc, $141B a ex CIS CommissionxP1Fes My �a aot i Notary's commission expires: NOTICE: This document affects your legal rights. Read it carefully before signing. AFTER RECORDING RETURN TO: CITY OF FORT WORTH, A MUNICIPAL CORPORATION 1000 THROCKMORTON ST FORT WORTH, TEXAS 76102 Electronically Recorded Tarrant County Texas Official Public Records 5/1612013 1:00 PM D213124605 �- PGS 6 $36.00 a ouised6AGar Submitter: ACS LOVING AVE CHANN&UN"O CT IMPROVEMENTS (MAJOR DRA NAGE) Parcel 9 4 Doe # 5558 2971 Loving Ave BLOCK 48 LOT 6 OAK GROVE ADDITION FORT WORTH STATE OF TEXAS § § KNOW ALL MEN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT DATE: 04/18/2013 GRANTOR: WILLIE REE JOHNSON GRANTOR'S [MAILING ADDRESS (including County): 4008 BUCKWHEAT ST FORT WORTH, TX 76137-1708 (TARRANT COUNTY) GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: hieing a 0.017 acre strip of land situated in LOT 6 BLOCK 48, OAKGROVE ADDITION, being an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat thereof recorded in Volume 309, Page 59, Plat Records, Tarrant county, Texas, Said 0.017 acre strip of land being a portion of that same tract of land conveyed to WILLIE REE JOHNSON, by deed as recorded in Tarrant County Clerk's instrument No. D209215521, Deed Records, Tarrant County, Texas, said 'Q.017 acre (750sf.) strip of land being more particularly described in attached exhibits "A". Grantor, for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev. 05112/2010 and repair of a Permanent Sewer and Drainage Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes, inlets, flumes, headwalls, wingwalls, slope pavement, gablons, rock rip -rap, drop structures and access ramps, and other erosion control measures in, upon, under and across a portion of the Property and more fully described in Exhibit 'A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit, or any structure not requiring a building permit but which may threaten the structural integrity or the capacity of the storm drain and its appurtenances. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. T4 HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PAGE] PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev. 05I12/2010 GRANTOR: i s i Willie Roe Johnson b .STATE OF TEXAS § COUNTY OF TARRANT § GRANTEE: City of Fort Worth ell 4:::: S M7" Fernando Costa Assistant City Manager APPROVE© AS TO FORM AND LEGALITY 4I j sslstant City Attorney ! ACKNOWLEDGEMENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared "C" JC e,--M11 A6W , known to me to be the same person whose name is rj�$cr bed to the foregoing in trument, and acknowledged to me that the same was the act of= -C)and that he/she executed the same as the act of said `` �" _ ;:` �` for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this -r'�30 day of - r- t. - 20 . PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev. 05/12/2010 ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § . BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this _ z day of 20. . 'r"� �t(hVkA�3Aifl CflM`isdlS`.gi{IUIn�I F:MAkRES 4�+ T rSU�I0, 2�13 PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev. 05/12/2010 EXHIBIT "A" LOVING CHANNEL — PARCEL 4 PERMANENT DRAINAGE AND SEWER FACILITY EASEMENT LOT 6, BLOCK 48, OAK GROVE ADDITION, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a 0.017 acre strip of land situated in LOT 6, BLOCK 48, OAK GROVE ADDITION, being an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat thereof recorded in Volume 309, Page 59, Plat Records, Tarrant County, Texas, said 0.017 acre strip of land being a portion of that same tract of land conveyed to WILLIE REE JOHNSON, by deed as recorded in Tarrant County Clerk's Instrument No. D209215521, Deed Records, Tarrant County, Texas, said 0.017 acre strip being herein more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod found at the northwest property corner of said Lot 6, same being the southwest property corner of Lot 7, of said Oak Grove Addition, from said 1/2 iron rod found, a 1/2 inch iron rod with cap stamped " FULTON" found at the northwest property corner of said Lot 7, bears North 00°12'32" West, a distance of 77.00 feet; THENCE North 89°47'28" East, along the north property line of said Lot 6, a distance of l 5.00 feet; THENCE South 00*12'32" East, a distance of 50.00 feet to the south property line of said Lot 6; THENCE South 89°47'28" West, along the said south property line, a distance of 15.00 feet to the southwest property corner of said Lot 6; THENCE North 0092'32" West, along the west property line of said Lot 6, a distance of 50.00 feet to the POINT OF BEGINNING. Herein described tract of land containing 0.017 acres (750 square feet) of land, more or less. NOTE: The basis of bearings for this survey is the Texas State Plane NAD83 North Central Zone (4202). l do hereby certify on this 23rd day of October, 2012, that the above legal description was prepared from public records and from an actual and accurate survey upon the ground and that the same is true and correct. Spooner & Associates, Inc. Eric S. Spooner, RPLS Registered Professional Land Surveyor Texas Registration Number 5922 Dated: /2 z34w M GiSTrp;;, 9 ERIC S. SFOONER Exhibit "A" Page 1 of 2 PLATOF EXHIBIT "A OT2] SEE ATTACHED LEGAL DE$CRIPPON ON PAGE, 1 bF,EXH)Bff %':(MEIN LO'r2 0AK--QR0VVAPP7M C�- VO4. IWO, pa - ir F1,04 T. CIT, LOTrl V'r-CIRF LcTf'o .LOT 8 0. 20 40 GRAPHIC- SCALa.ZKFUT I" r- 40' -30TH-STREUT- (&9`&O.W.). L0-f-.;r,'HL00K4"6' I OAK'GROW, ADWY70N P-P, T cl. T N89 94729 125. 00' OWNER., MWE Aw JOHN*oAf I` C-'a- I No. D20921652 f DR. T,0--t AVOWMW-12600' EXH09 "' PERMANENT DMINAGE. & SEMR FACULITY EASEMENT k' PROPME0. EASEA&WT LOT5 'fnlJQAPlAjW.ATF )Af.QlWlfVPAfrl I to-fiw LOT4 LOT6 BLOCKa: THE IWSISOF rBEARINGS FOR THIS $tJRVEY IS THE TEMS STATE PLANE NAD63 NORTH CENTRAL ZONE -(4202) LINE 77A'13LE NO. DIRECT101Y DIST. Ll N80"4779`9 15,0011 L2 S00542W.VY8 ',150.00F U $89*41"28lW-: 1-5.00F L. 4 N0041-2120W I SbLOV L07'24 47 . ......... LOT 7 I f fE 19 46t C) 112- lRr lLoviNG -CHMmEL PERMMENT DRAINAGE & SEWER FACILITY EASEMENT- PARCEL 4 M0PERV,:L07*.k"(*4fl, a4Kdf70WAWMW L=uw, dmLy.(wroArwonli, Ofimw couNry, Tew, WME FROPEWY ACPAA6C-. il MU ACRES M"T) 2 w ............... LoT.9 lommlz [CRECKM BY, E&M I ACAD FIE 484.4, E"AgAPPONQ- 301; AYEM STREMS076 100. VW8% IX 7%00, ElectronicalIV Recorded Tarrant county Official Public Records 9/11/201411:59AM D214199850 C. PGS 6 $36.00 LOVING AVE CHANNEMVMS-WNXW IIIIIPROVEMENTSS?610h OWW&POMERCIAL Parcel 9 5 Doe # 5558 2967 Loving Acre BLOCK 48 LOT 5 OAK GROVE ADDITION FORT WORTH STATE OF TEXAS § § KNOW ALL MEIN BY THESE PRESENTS COUNTY OF TARRANT § CITY OF FORT WORTH PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT DATE: 06/17/2014 GRANTOR: THANG D. NGUYEN GRANTOR'S MAILING ADDRESS (including County): 1008 ACORN COURT FORT FORTH, TX 766012-2801 (TARRANT COUNTY) GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY: Being a 0.017 acre strip of land situated in LOT 5 BLOCK 48, OAKGROVE ADDITION, being an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat thereof recorded in Volume 309, Page 59, Plat Records, Tarrant county, Texas, Said 0.017 acre strip of land being a portion of that same tract of land conveyed to THANG D. NGUYEN, by deed as recorded in Tarrant County Cleric's instrument No. D209307676, Deed Records, Tarrant County, Texas, said 0.017 acre (750sf.) strip of land being more particularly described in attached exhibits «A„ Grantor, for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, its successors and assigns, an exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, PERMANENT SEINER AND DRAINAGE FACILITY EASEMENT Rev. 06112J201 ❑ 7 MVVL &o Vf V and repair of a Permanent Sewer and Drainage Facility, hereafter referred to as "Facility". The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes, inlets, flumes, headwalls, wingwalls, slope pavement, gabions, rock rip -rap, drop structures and access ramps, and other erosion control measures in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences.or walls or other structures that require a building permit, or any structure not requiring a building permit but which may threaten the structural integrity or the capacity of the storm drain and its appurtenances. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. TO HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever; and Grantor does hereby bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to claim the same, or any part thereof. When the context requires, singular nouns and pronouns include the plural - [SIGNATURES APPEAL ON THE. FOLLOWING PAGE] RERMANLNT SEWER AND DRAINAGE FACILITY EASEMENT Rev. 0519 2)2010 44tlL V Vl b GRANTOR: STATE OF TEXAS § COUNTY OF TARRANT § GRANTEE., City of Fort Worth 5���6�4 -- -- - Fernando Costa Assistant City Manager AS TO FORMAT' D LE %fopher B. Mosley, Senior Assistant City Attorney ACKNOWLEDPqILENT BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared N known to me to be the same person whose name is subscribed o the foregoing instrument, and acknowledged to me that the same was the act of and that he/she executed the same as the act of said ___ for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE. this Lq day of 201. eStatotarlic in and r tT PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev.05/12/2010 I utp, s vE W ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City ManagOF of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HANG AND SEAS. OF OFFiCE this �ay of 9-a4:::�3z� -, 20z� otary Public in and for the State of Texas EVONIA DANIELS a, - Notory Public, State of Texas My Commission Explres yi",o���:.r July 10, 2017 PERMANENT SEWER AND DRAINAGE FACIL[TY EASEMENT Rev. 06112/2010 , 411N. L %P Vo W EXHIBIT "A" LOVING CHANNEL — PARCEL 5 PERMANENT DRAINAGE AND SEWER FACILITY EASEMENT LOT 5, BLOCK 48, OAR. GROVE ADDITION, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a 0.017 acre strip of land situated in LOT 5, BLOCK 48, OAK GROVE ADDITION, being an . addition to the City of Fort Worth, Tarrant County, Texas, according to the plat thereof recorded in Volume 309, Page 59, Plat Records, Tarrant County, Texas, said 0.017 acre strip of land being a portion of that same tract of land conveyed to TE AllTG D. NGUYEN, by deed as recorded in Tarrant County Clerk's Instrument No. D209307676, Deed Records, Tarrant County, Texas, said 0.017 acre strip being herein more particularly described by metes and bounds as follows: BEGINNING at the northwest property corner of said Lot 5, same being the southwest property corner of Lot 6, Block 48 of said Oak Grove Addition, from said beginning point a 1/2 inch iron with cap stamped ' FULTON" found at the northwest property corner of said Lot 6 bears North 00112'32" West, a distance of 50.00 feet; THENCE North 89°47'28" East, along the north property line of said Lot 5, a distance of 15.00 feet; THENCE South 00012132" East, a distance of 50,00 feet to the south property line of said Lot 5, from which a 1/2 inch iron rod found at the southeast property corner of said Lot 5 bears North 89°47'28" East, a distance of 125.00 feet; THENCE South 89°47'28" West, along the said south property line, a distance of 15.00 feet to the southwest property corner of said Lot 5, from which a 1/2 inch iron rod with a cap stamped "FULTON" at the southwest property corner of Lot 4 of the said Oak Grove Addition bears South 00°12'32" East, a distance of 50.00 feet; THENCE North 00012'32" Wrest, along the west property line of said Lot 5, a distance of 50.00 feet to the POINT OF BEGINNING. Herein described tract of land contains 0.017 acres (7 a0 square feet) of land, more or less. NOTE: The basis of bearings for this survey. is the Texas State Plane NAD83 North Central Zone (4202). I do hereby certify on this 23rd day of October, 2012, that the above legal description was prepared from public records and from an actual and accurate survey upon the ground and that the same is true and correct. CER�[C- 4F.Spooner and Associates, Inc.Eric S. Spooner, RPLSRegistered Professional Land Surveyor .SPOONER Texas Registration Number 5922 Dated: /,V Pz Exhibit "A" Page 1 of 2 a %atp. is vE as PLAT OF EXHIBIT "A" SEE A7TACHM lXa4L DESL'!ilMON - 3Q-S L 11 �ifaw cm vff rYir aa 0 0qq LOT 10 I I I LOT 7 lZr cr ! i (BYSEPARATEINSifsttlMENrl Y ! MOAT g I I LOT O, SLOCK48 � I I OAKeWADwrioN VOL. 309, PC& 59, P.O. HIMT aA"waft-- L®T LOT7 LOTS �I LIN9 TABLE NO. DIRECTION DIST. N8904 ,VE 15.W, L2 `l232�j°�7�/ -W L3 G 8904r2Ovi' 16.W L.4 NOO*12'32`W 50.00' WMAIL a � f LOTr L®rs f OWNM.,BLOOK48 imwo 0. motJl m �a T.0 C.L Rfa O2C9M7676 D.RTC,r NNOW28T- 92CLQW "(BCC° "Am . �--� T ®mA1NA"w Awn Dig SEWER FACILITY EASEMENT i f ( ) I ! f4aw+ EAsEMEW © 20 401 pr A;RR iN8mumm) I LOr3 GSA Hic I SCALE IN FED I ! is v woo, TnE MSIS OF BEARINGS FOR THIS SURVEY IS THE TES STATE PLANE NAD83 NORTH CENTRAL ZONE (4202). Jaww CHANNEL — PERMANENT T' DRAINAGE & SEWER FACILITY EASEMENT— PARCEL 5 PROFafflY: Wr 4 0LCCPC49, OAK GROVE AMM }i+1 PRTARma �` TEm maOPERTYCREae aiswomm r S ( EXHIBIT "A PAGE 2 OF 2 SAA JON W.; 160 bTdi %—W BY.• C.R R MTV. In/2itm2 CHECKED BY: E.S.S. A 7 U{3b I YE b Electronically Recorded Tarrant County Official Public Records 4/22/2014 9:55 AM D 214079390 PGS 6 $36.00 CHANNOLaR614INJOU 14T IMPROVFMENTfl6%,RX8WERCIAL STATE OF ;;4 COUNTY O KNOW ALL MEN BY THESE PRES NTS k AMO TITLE Ct�I�fP,t, Y GF_4CV l+I1rV Yl�' I�f1CgT 1RiflEiiiE DATE: 03/7/2014 '+ GRANTOR: JUAN MARTINEZ , constitutes no part of GRANTOR'S MAILING ADDRESS (incluldidg 2317 PALL COURT PORT WORTH, TX 76133-4415 GRANTEE: CITY OF PORT WORTH County): GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. PORT WORTH, TARRANT COUNTY, TX joined by my spouse -as this property CONSIDERATION: Ten Dollars ($10.00) and other good and sufficiency of which is hereby acknowledged. PROPERTY: Being a 0.017 acre strip of land situated in L ADDITION, being an addition to the City of Port Worth, Tarrant County, l thereof recorded in Volume 309, Page 59, Plat Records, Tarrant coon strip of land being a portion of that same tract of land conveyed to .IUA recorded in Tarrant County Clerk's instrument No. D209294907, Deed Texas, said 0.017 acre (750sf..) strip of land being more particularly deE "Aa- Grantor, for the Consideration paid to Grantor and hereby grants, sells, and conveys to Grantee, its perpetual easement for the construction, operatio her good and valuable can; iccessors and assigns, a maintenance, replacement, PERMANENT SEWER AND DFWNAGE FACILITY EASEMENT Rev 05/1212010 ernd air of a Permanent Sewer and Drainage Facility, hereafter referred to as "Facility". ity includes all incidental underground and aboveground attachments, equipment a enances, including, but not limited to manholes, manhole vents, lateral line co i- - on , pipelines, junction boxes, inlets, flurries, headwalls, wingwalls, slope a e , ablons, rock rip -rap, drop structures and access ramps, and other erosion nt easur in, upon, under and across a portion of the Property and more fully de cr a xis it "A" attached hereto and incorporated herein for all pertinent purposes, toget er t a privilege at any and all times to enter Property, or any part thereo or rpo constructing, operating, maintaining, replacing, upgrading, and repairing s ' a ' ' In no event sNiall an th Property in any manner which interferes in any material way or is inconsistent ith a r' is rated hereunder, or (II) erect or permit to be erected within the easement prope a €m nt structure or building, including, but not limited to, monument sign, pole sign, billboar br' Eas ry fences or walls or other structures that require a building permit, or any stru ur no iri g a building permit but which may threaten the structural integrity or the capacit o the o d in nd its appurtenances. However, Grantor shall be permitted to install and ain a a c c , asphalt or gravel driveway, road or parking lot across the Easement Property. s be obligated to restore the surface of the Property at Grantee's sole cost and axp se i clue"a restoration of any sidewalks, driveways, or similar surface improvements locate o ce t to the Easement which may have been removed, relocated, altered, damaged, or st s res the Grantee's use of the easement granted hereunder. Provided, however, t t ant s I n e obligated to restore or replace irrigation systems or other improvements in all iol 'on of the provisions and intended use of this Easement.. Under Subchapter E of the Texas Property Code, a me ed, he Grantor or the Grantor's heirs, successors, or assigns may be entitled before t 0'" ni rsa of the date of this acquisition to repurchase the property or request certain inf mat! ab th use and any actual progress made toward the use for which the property was acq ire er t ' deed/easement/named instrument, and the repurchase price will be the price the City id G is acquisition. TO HAVE AND TO HOLD the above -described easernn and appurtenances thereto in anyway belonging unt assigns forever; and Grantor does hereby bind itself an forever defend all and singular the easement unto Grar every person whomsoever lawfully claiming or to claim the When the context requires, singular nouns and pronouns include [SIGNATURES APPEAR ON THE F'OL PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev 05112/2010 with all and singular the rights ?Ind Grantee's successors and sor a assigns to warrant and c ss r and assigns, against ilan thereof. �Syo STATE I COUNT' E this day person � same we the act consider PERMANRNI Rev 0511212C GRANTEE: City of Fort Worth i Fernando Costa Assistant City Manager APPROVED AS TO FORM AND LEGALITY %Assistant City Att V mey I uya, -V v1 w E Texi Fort he/she therein ACKNOWLEDGEMENT TARRANT § ME, the undersigned authority, a Notary Public in and for the State of Ily appeared Fernando Costa, Assistant City manager of the City of me be the same person whose name is subscribed to the foregoing d to me that the same was the act of the City of Fort !North and that as t act of the City of Fort Worth for the purposes and consideration In th itv therein stated. GIVEN ND,I WJ�YfiA AND SEAL OF OFFICE this � day of " �X 1 63� z (.--Notary Public in and for the State of Texas N!A flA"''" P Vlc. Slate of sas :am 10 2a 7 n Exp" .lulY PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev 05112/201D ■ sayL. v V[ v EXHIBIT "A" LOVING CHANNEL — PARCEL 6 RMANENT DRAINAGE AND SEWER FACILITY EASEMENT LOT 4, BLOCK 48, OAK GROVE ADDITION, F FORT WORTH, TA.RRANT COUNTY, TEXAS BE a 7 a e d situated in LOT 4, BLOCK 48, OAR GROVE ADDITION, being an additioi f po W Tarrant County, Texas, according to the plat thereof recorded in Volume , Pa 9, la e r Tarrant County, Texas, said 0.017 acre strip of land being a portion of that sacra ct a c ed to JUAN MARTINEZ, by deed as recorded in Tarrant County Clerk's Ins t N . 2 4907, Deed Records, Tarrant County, Texas, said U17 acre strip being herein more hard arly smetes and bounds as follows: BEGINNING at a 1 corner of the said Lot THENCE North 0092' the northwest property ci THENCE, North 89047'28" Eas# alp point, from which a 1/2 inch iron 89°47'28" East, a distance of 125.00 THENCE South 00°12'32" East, a with a�'^cap stamped "FULTON" found at the southwest property THENCE South 89°47'28" West, along the POINT OF BEGINNING. property line of said Lot 4, a distance of 50.00 feet to 50.00 feet Herein described tract of land contains 0.017 acres of said Lot 4, a distance of 15-00 feet to a property corner of said Lot 4 bears North property line of said Lot 4; a distance of 15.00 feet to the more or loss. NOTE: The basis of bearings for this survey is the ex St PI ne NAD83 North Central Zone (4202). I do hereby certify on this 2.3rd day of October, 2012, that the ovv d cription was prepared from public records and from an actual and accurate survey upo th ; and correct. Spooner and Associates, Inc. Eric S. Spooner, RPLS Registered Professional Land Surveyor Texas Registration Number 5922 Dated: 0 _ Z 3 — !2. Exhibit "A" Page 1 of 2 I lYtgb v yr w 0 20 GRAPHIC SCALE IN FEET 1" = 40' ly LOTS ^FUL a f1i �:- r Odd _.,_. L07•8 LOT 7 1 PLAT OF EXHIBIT "A" SEE ATTACHED LEGAL DESCRIPTION ON PAGE i OF EXHIBIT "A" HEREIN (80'R.O.W) I� Z� gatm M 1401W �W. LOT r s` OFOSEl3 EASEMENT r BY PA RATEINSTRUME'N7) 140.00' $ LOT6 $ I t4 1 q I OT6 I � F EXH1r 'r erA"' 1 AND Sr MENT 0'017 ACRES 50 N89 4 "E 1 LINE TABLE NO. DIRECTION DIST. L1 N00012'326W 50,00' L2 N89°472W 15.00, L3 S0001232"E 50.00' L4 S89"4728" IAf 15.00' a" OWNER: uI JUAR! MM71NPe LO 4 n o �/�17�';�" T,C.C,I. Afc . D209290 qS o ?/2"cl; F D.R.TC.T OML'rON'" N89'4r28"E- f2&00' Iwo .._ Lars I LOT 3, SLOCK48 ' OAKOROVEADDIrI01IN r _ VOL. 309, PG. 59, LOT 3 0 P.R.T C.T. LOT 5 � � --- PROPOSED EASEMENT (BY SEPARATE INSYRUMENT) THE BASIS OF BEARINGS FOR THIS SURVEY IS THE TEXAS STATE PLANE NA083 NORTH CENTRAL ZONE (4202). LOVING CHANNEL -' PERMANENT DRAINAGE & SEWER FACILITY EASEMENT PARCEL. 8 PROPERTY: LOT•4, BLOCK48, OAK GROVE ADDITION LOCATION: CITY OP FORT WORTH, TARRANT COUNTY, TEXAS - - -- WNOLE PROPERTYACREAG& 0.4607ACRES (PLAT) EXHIBIT "A" PAGE 2 OF 2 81fA J�6 NO.: 1648 DRAWN BY: O.R.R. DATE: i0i4=12 CHECKED BY: E.S.S. IACAD PILE:1643-8ASEMENTS SPOONER A ASSOC.. INC. 30 BYERS STREET. SUITE 100, EULESS, TX IM9. PH8i728i2365 FAX8i7-S®6.6808 ' 12 %j Ci 1f2"IRF LOY9 LOT 10 OF �P,,.•'ti r� Fo. � A 7, STATE OF i u�i. ■ yr r Electronically Recorded TarranfCounty Official Public Records 8/12/2014 3:12 PM D214174008 1�� tea j PGS 7 $40.00 CHANNMa*hftQM-MERT IME ROVEMENT§�WOUF �RARP `�ERCIAL (1 KNOW ALL MEN BY THESE PRESENTS COUNTY CITY OF FORT WORTH DATE: 3/3/201 4 GRANTOR: SERGIO SOLIS AN GRANTOR'S MAILING ADDRESS (incWg County): 8809 MAGNOLIA BLOSSOM TRAIL FORT WORTH, TX 76131 (TARR C ) ALAMO TITLE GOMPAW GF r�oo�a3 GRANTEE: CITY OF FORT WORTH MAILING ADDRESS (including County): GRANTEES ( 0 Y) 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good a ve ble and sufficiency of which is hereby acknowledged.. PROPERTY: Being a 0.017 acre strip of land situated in L T 3-1ADDITION, being an addition to the City of Fort Worth, Tarrant Gaunt e thereof recorded in Volume 309, Page 59, Plat Records, Tarrant Cou strip of land being a portion of that same tract of land conveyed to A SOLIS, by deed as recorded in Tarrant County Clerk's instrument No. D20 Tarrant County, Texas, said 0.017 acre (750sf.) strip of land being more attached exhibits "A" Grantor, for the Consideration paid to Grantor and other good and valuable hereby grants, sells, and conveys to Grantee, its successors and assigns, perpetual easement for the construction, operation, maintenance, replacer PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev 05/1212010 L the receipt OAKGROVE g to the plat 0.017 acre ERG10 fed ecords, d ribed in I VAUf A. W A ! ' !ee'i tope er( there 1 repairing r of a Permanent Sewer and Drainage Facility, hereafter referred to as "Facility" ity includes all incidental underground and aboveground attachments, equipment enances, including, but not limited to manholes, manhole vents, lateral line n , pipelines, junction boxes, inlets, flumes, headwalls, wingwalls, slope l abions, rock rip -rap, drop structures and access ramps, and other erosion ieasur s in, upon, under and across a portion of the Property and more fully xh)bit "A" attached hereto and incorporated herein for all pertinent purposes, t d privilege at any and all times to enter Property, or any part Z urp constructing, operating, maintaining, replacing, upgrading, and In no event Mall ant Is inconsistent ith e ' is easement grope a rm - ent pole sign, biilboar br' ma permit, or any stru ur no integrity or the capaci o the permitted to install and ain the Easement Property. Grantee's sole cost and exp sf surface improvements locate relocated, altered, damaged, or u hereunder. Provided, however, systems or other improvements Easement. Property in any manner which interferes in any material way or nted hereunder, or (II) erect or permit to be erected within the structure or building, including, but not limited to, monument sign, s ry fences or walls or other structures that require a building juir g a building permit but which may threaten the structural t dMGNand its appurtenances. However, Grantor shall be a c c , asphalt or gravel driveway, road or parking lot across s be obligated to restore the surface of the Property at ciu ng a restoration of any sidewalks, driveways, or similar )c4pt to the Easement which may have been removed, esV*on"s Y res f the Grantee's use of the easement granted in�ant I n e obligated to restore or replace irrigation 111 viol on of the provisions and intended use of this Under Chapter 21, Subchapter E of the Texas Pr rty o as amended, the Grantor car the Grantor's heirs, successors, or assigns may be title a re he 10'h anniversary of the date of this acquisition to repurchase the property req t c aIn ' formation about the use and any actual progress made toward the use fo w ' the roperty was acquired under this deed/easemenilnamed instrument, and the repu base � the price the City paid Grantor in this acquisition. TO HAVE AND TO HOLD the above -described ease entger with all and singular the rights and appurtenances thereto in anyway belonging untMek, and rantee`s successors and assigns forever; and Grantor does hereby bind itself and its s cc an assigns to warrant and forever defend all and singular the easement unto Grante , it suc s Ntarreof, d assigns, against every person whomsoever lawfully Claiming or to claim the sa e, ny When the context requires, singular nouns and pronouns include [SIGNATURES APPEAR ON THE FOLLOWI PERMANENT SEWER AND DRAINAGE F'ACVrY EASEMENT Rev 0511212010 ADRIAN SOLIS a mua " yr ■ GRANTEE: Civ of Fort Fbmando osta' p Assistant City Manager APPROVED /�S TO FORM AND LEGALITY Assistant City Attorly N COU0TY{0F YAPyRANT�,, § this day pe nall person wh e nl�60,an same was the a the act of id consideration th e GIVEN UND Ab f'14 �© f � I "W'— -F %"I I ACKNOWLEDGEMENT Agned authority, a Notary Public in and for the State of Texas, on / , known to me to be the same to Jhd foregoing instrument, an;;e)she knowledged to me that the and tha executed the same as _ for the purposes and and in the capacity therein stated. f )AD SEAT_ OF OFFICE this / day of otary Public in a �th�St�atthee of Texas — PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev 0611212010 0 I "!d%. v y r r ACKNOWLEDGEMENT [y E M the undersigned authority, a Notary Public in and for the State of Texas, y per appeared Fernando Costa, Assistant City Manager of the City of Fort Worth no to b the same person whose name is subscribed to the foregoing instrument, ack led ne that the same was the act of the City of Fort Worth and that he/she execute e s e ct of the City of Fort Worth for the purposes and consideration therein expres d d i e acity therein stated. - GIVEN UN AND D SEAL OF OFFICE this '�_ day of Public in and for the pwt IN I3 . HIRRUNQER '" M COM ISSION EXPIRES r� aly z goic I PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev 0511212010 Texas I MtoL V V■ 1 EXHIBIT "A" LOVING CHANNEL — PARCEL 7 ERMANENT DRAINAGE AND SEWER FACILITY EASEMENT LOT 3 BLOCK 48 OAK GROVE ADDITION OF FORT WORTH, TARRANT COUNTY, TEXAS IIP 17 cr d nd situated in LOT 3, BLOCK 48, OAK GROVE, ADDITION, being an additi to Ci of F orth, Tarrant County, Texas, according to the plat thereof recorded in Volum , P 59 PI o s, Tarrant County, Texas, said 0.017 acre strip of land being a portion of that sam ract I c ed to ADRIAN SOLLS & SERGIO SOLIS, by deed as recorded in Tarrant Cor le s In inent No. D209322642, Deed Records, Tarrant County, Texas, said 0.017 acre strip being rein r.ularly described by metes and bounds as follows: BEGINNING at a 1! in of said Lot 3, said b in iron rod with cap stan ec said Oak Grove Addition; THENCE North 89°47'28" THENCE South 00' 1232" THENCE South 89147'28" West, al the southwest property corner of said stamped "FULTON" found at the northwest property corner i 00°12'32" West, a distance of 150.00 feet from a 1/2 inch d at the northwest property corner of Lot 6, Block 48, of the line of said Lot 3, a distance of 15.00 feet; the south property line of said Lot 3; property liA of said Lot 3, a distance of 15.00 feet to THENCE North 00"12'32" West, atong the wes rope , in of aid Lot 3, a distance of 50.00 feet to the POINT OF BEGINNING. Herein described tract of land contains 0.017 acre 750 s of land, more or less, NOTE: The basis of bearings for this survey is tl T as S to lane NAD83 North Central Zone (4202). - 1 do hereby certif y on this 23rd day of October, 2012, that th bo�al ascription was prepared from public records and from an actual and accurate survey u on �e �r n and that the same is true and correct. Spooner and Associates, Inc. Eric S. Spooner, RPLS Registered Professional Land Surveyor Texas Registration Number 5922 Dated: 142- Z 3 - f 7. Exhibit "A" Page I of 2 I aayaa , vl , {� a i A �c Q(SM . �a(j LOi7 A 0.0. EXHIBIT "A" WL { dN" LN7 6 I 0 20 40 GRAPHIC I SCALE IN FEET r 9I' = 40' I I Y12" CIRF PLAT OF EXH1JBIT "An $EE ATTACHED LEGAL DESCRIPTION ON PAGE I OF EXHIBIT WHEREIN ROPOS.ED EASEMENT E;EPARATF INSTRUMENT% 6 L®T4 I DRAINAGE FACUTY EASEMENT N, ),-O /NL"R: ADRIAN 80 4 -SER01 C T.C.C.1. AWD20.6 I L©T 2, FLOCK co ®AKOROVEADDVOL. 309, PC. 59 I PR.T C.T I 140,00' _ ---.-I w----PROPOSE@ FASSME'NT I (SYSEPARATE INSTRUMENT) I LOT I I 140.00' 3 C48 9 r O p9mll. MD. I I rLOT 30,01 I 0' I a�a c� }}��IRtea ® V cs it Lcii9 I ® I LOT 10 LINT" rASLE NO. KDIgRIXA79 �O47 gDIISryT 11+, ,00' t _Y' 1 _SOO-12-32"E 1 60.00, 1 ■ v ?..00, V 50.00' THE BASIS OF BEARINGS FOR THIS SURVSY IS THE TEXAS STATE PLANE NAD83 NORTH CENTRAL ZONE (4202). �E .OF LOVING CHANNEL — PERMANENT DRAINAGE & SFWFR FACILITY EASEMENT— PARCEL PROPERTY: LOT 3,BLOCK48.OAK GROVEAIJC}E7ON •••• .• .. �•• LOCATION: CITY OF FORT WORTH, TARRANT COUNTY. TEXAS WHOLE PRoPE:RTYACREAc t;.�aasACRrs {r�LAx% - - EXHIBIT "A" MAGI~ ©F 2 ?'0 - - - -- - .ass .••' , SBJi J09 ND.: 1643 ARAINN oy C.R.R. E]A f0/23I2012 CHgCKPD BY: E.S.B. IACAD FILI=: 1643-EAS MS - -- - SPOONER6ASSOC..INC. 309BYlwRSSTREET. SUITE 100.EULESS.TX7603E! PH877-2wBUl230 FAX617-6964 0S I caatow a vi v Electronically Recorded Official Public Records �(j' f7f��jLtA C. r411 Tarrant County 6/1912014 9:56 AM PGS 6 $36.00 D214128255 Mary Louise Garcia Submitter: XEROXCOMMERCIAL UTIONS LOVING AVE CHANNEL AND CULVERT IMPROV15MENTS (MAJOR ORA RI AGE) - Parl # 8 Doe # 5558 2955 Loving Ave BLOCK 48 LOB' 2 OAK GROV15 ADDITION FORT WORTH STATE OF TEAS § § KNOW ALL MEN DY THESE PRESENTS COUNTY OF TARI3ANT S CITY OF EQRT WORTH PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT DATE: 5/1312014 GRANTOR: FEDERAL NATIONAL. MORTGAGE ASSOCIATION GRANTOR'S MAILING ADDRESS (including County): 14221 Dallas Pkwy ate 1000 Dallas Tat 75254-2946 GRANTEE: CITY OF FORT WORTH GRANTEE'S MAILING ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TARRANT COUNTY, TX 76102 CONSIDERATION: Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged. PROPERTY. Being a 0.017 acre strip of land situated in LOT 2 BLOCK 48, OAKGROVE ADDITION, being an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat thereof recorded in Volume 309, Rage 59, Plat Records, Tarrant County, Texas, Said 0.017 acre strip of land being a portion of that same tract of land conveyed to JAMIE PEREZ, by deed as recorded in Tarrant County Clerk's instrument No. D207408571, Deed Records, Tarrant County, Texas, said 0.017 acre (750sf.) strip of land being more particularly described in attached exhibits W. Grantor, for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, Its successors and assigns, an exclusive, perpetual easement for the construction, opeiation, maintenance, replacement, upgrade, and repair of a Permanent Sewer and Drainage Facility, hereafter referred to as "Facility". PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev. 05112(2010 i uUa. E. V[ El The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes, manhole vents, lateral line connections, pipelines, junction boxes, inlets, flumes, headwalls, ►neingwalls, slope pavement, gabions, rock rip -rap, drop structures and access ramps, and other erosion control measures in, upon, under and across a portion of the Property and more fully described in Exhibit "A" attached hereto and incorporated herein for all pertinent purposes, together with the right and privilege at any and all times to enter Property, or any part thereof, far the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the Property in any manner which interferes in any material way or is inconsistent with the rights granted hereunder, or (II) erect or permit to be erected within the easement property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, brick or masonry fences or walls or other structures that require a building permit, or any structure not requiring a building .permit but which may threaten the structural integrity or the capacity of the storm drain and its appurtenances. However, Grantor shall be permitted to install and maintain a concrete, asphalt or gravel driveway, road or parking lot across the Easement Property. Grantee shall be obligated to restore the surface of the Property at Grantee's sole cost and expense, including the restoration of any sidewalks, driveways, or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated, altered, damaged, or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to restore or replace irrigation systems or other improvements installed in violation of the provisions and intended use of this Easement. Under Chapter 21 Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the le anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this deedleasement(narned instrument, and the repurchase price will be the price the City paid Grantor in this acquisition. TO HAVE AND TO HOLD the above -described easement, together with alJ and singular the rights and appurtenances thereto in anyway belonging unto (grantee, and Grantee's successors and assigns forever. When the context requires, singular nouns and pronouns include the plural. [SIGNATURES APPEAR ON THE FOLLOWING PACE) PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev. W1212010 a Lava. !f VI " GRANTOR: GRANTEE: City of Ford Worth FEDERAL, NATIONAL MORTGAGE AS IATIQN Hp Fernando Costa Assistant City Manager APPROVE© AS TO FORM AND LEGALITY istant City At orne ® Le Ann %!� ACKNOWLEDGEMEN STATE OF TEXAS § PA L-I-At5 COUNTY OF S § BEFORE ME, the under'fined authority, a Notary Public In and for the State of Texas, on this day personally appeared 4 i k rI 1 , known to me to be the same person whose name: 1p su4sc Ih®d to a fo oing instrument, and acknowledged to me that the some was the act of 6551 UiOL 1-6; AV-,P and that he/she executed the same as the act of said i i ? for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this VD I day of 120-Lq a511411b i!a NANCY R. COLLINS ?' 3 Notary Public, Slate of Texas »= My Commission Expires �. F April 01, 2017 !hul144� --Y)(wN �Z, (b� Notary Public in nd for the State of Texas PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev. 05J12l2I116 i %A76iL 4 WE %P ACKNOWLEDGEMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE Mr~, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Fernando Costa, Assistant City Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the City of Fart Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL. OF OFFICE this _ZZ day of /Z/ 2t . S�;;fl[Ifly�qq-ry�� EVONIA OANIUS aS�HY Z {O � Notary Public, State of Texas My Commission Expires July 10, 2017 PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Ray. 0511 Z201 0 I uWa a yr v EXIMIT "A" LOVING CHANNEL — PARCEL 8 PERMANENT DRAINAGE AND SEWER FACILITY EASEMENT LOT 2, BLOCK 48, OAK GROVE ADDITION, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a 0.017 acre strip of land situated in LOT 2, BLOCK; 48, OAK GROVE ADDITION, being an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat thereof recorded in Volume 309, Page 59, Plat Records, Tarrant County, Texas, said 0.017 acre strip of land being a portion of that same tract of land conveyed to JAI1V1>G PEREZ, by deed as recorded in Tarrant County Clerk's Instrument No. D207408571, Deed Records, Tarrant County, Texas, said 0.017 acre strip being herein more particularly described by metes and bounds as follows: BEGINNING at the northwest property corner of said Lot 2, said beginning point being South 00012'32" East, a distance of 50.00 feet from a 1 /2 inch iron rod with cap stamped "FULTON" found at the northwest property corner of Lot 3 Block 48, of the said Oak Grove Addition; THENCE North 89°47'28" East, along the north property line of said Lot 2, a distance of 15.00 feet; THENCE. South 00°12'32" East, a distance of 50.00 feet to the south property line of said Lot 2, from which a 1/2 inch iron rod found at the southeast property corner of said Lot 2 bears North 89°47128" East, a distance of 125.00 feet; THENCE South 89°47'28" West, along the south property line -of said Lot 2, a distance of 15.00 feet to the southwest property corner of said Lot 2; THENCE North 00012'32" West, along the west property line of said Lot 2, a distance of 50.00 feet to the POINT OF BEGINNING. Herein described tract of land contains 0.017 acres (750 square feet) of land, more or less. NOTE: The basis of bearings for this survey is the Texas State Plane NAD83 North Central Zone (4202). I do hereby certify on this 23rd day of October, 2012, that the above legal description was prepared from public records and from an actual and accurate survey upon the ground and that the same is true and correct. Spooner and Associates, Inc. Q ``4 •.15��ro Erie S. Spooner, RPLS �, •.. �. "�' ,, �, Registered Professional Land Surveyor ...s.• i iior�E Texas Registration Number 5922 Dated: !®— <1 Exhibit "A" Page I of 2 PLAT OF EXHIBIT "�ij/�" g 4p� W SEE ATTACHED LEGAL DESCRIPTION — ON PAGE 1 OF EXHISIT "A" HEREW f I LOT 5 �` LOT i I 1i2«IIF-'I a� L0f4 t,F CIR roar,` cars I I� I P. 0 B. $ PERMANENT DRAINAGE AND —EXHIBIT "A � o SEWER FACILITY EASEMENT � 0.017 ACRES (750 S.F.) LOT3 L9 LOT5 ,fI M94MME'-• 125a0' OWNER. JAiMEPEREZ LOT2 tj'E T.C. C.1. No. V20Y408571 BLOCK48 g & LOr4 �t IaC cz)c � ti fpc k :z a V I � . I-:q" re ai LOT 3 LOr2 I ,COr 1 W904728"E-125AY LOT 1, BLOCK48 OAK GROVEADDfflOV VOL. 309, PG 59, PR.TCT. LINE TABLE NO. DIRECTIONDIS/�T. 0 L,{" $00012732"E 50.00' L3 $89°47'28"W 15.00' L4 NOO°12'32-W .5 00' IRE L,, LOT8 W' IRF LOTS �®�4L Q� LOT 10 I LOT 11 -4 0 20 40 I GRAPHIC I / SCALE IN FEET /// 1" = 40' THE BASIS OF BEARINGS FOR THIS SURVEY IS THE TEXAS STATE PLANE NA083 NORTH CENTRAL ZONE (4202). CHANNEL — PERMANENT DRAINAGE & SEWER FACILITY EASEMENT- PARCEL. 8 PROPI RTY: LarA BLOCK 46, OAK GROVE AMMON LOCATION: CITY OF FORT WORTH, TARRANT COUNTY, TEXAS WHOLE PROPERTYACREAGE: 0.1607ACRES (PLAT) EXHIBIT `°A" PAGE 2 OF 2 SIeA JOB NO.: 1B43 DRAWN BY. C.R.R. DATE: 10123=12 CHECKED BY: E_S-S. ACAD FILE: 1643•EASEMENTS SPOONER a ASSOC., INC. W9 BYERS STREW SUITE 100. EUL✓,SS, TX 76M PH 817 289 23W FAX 017-685-850 p ptsr�R•• �- g ......F. •ER1C S. SPOONER ...: '•...v' 5922.... Electronicaliv Recorded Tarrant County Official Public Records 12112/20131:53 PM D213312731 PGS 6 $36.00 LOVING AVE CHANNr9Lr>�ifiLWT IMPROVEMEN 01 bt ERCIAL Parcel 0 9. Doe 5558 2951 Loving Ave. BLOCK 4848 LOT 1_OAK .R VE ADDITION PORT WORTH STATE OF TEXAS 6 . KNOW ALL MEN BY THESE PRES-ENTS COUNTY.OI° TARRANT § . DATE:' 09f09/2013 GRANTOR: 'JO.SE JUAN AVILES RAMIREZ 'GRANTOR'S MAILING ADDRESS (including County): 2951 LOVING AVE PORT WORTH, TX 75105-5554 (TARRANT COUNTY) GRANTEE: CITY OF FORT WORTH GRANTEE'S MAiLING.ADDRESS (including County): 1000 THROCKMORTON ST. FORT WORTH, TART COUNTY, TX 76102 of which is hereby acknowledged. PROPERTY: being a 0.017 acre strip of land situated in LOT 1 .BLOCK 48, OAKGROVE ADDITION, being an addition to the City of Fort Worth, Tarrant County, Texas, said 0.017 acre strip of land being a pgrtion of that same tract of land conveyed to JUVENTINO & MARICELA AVILEZ, by deed as recorded in Tarrant County Clerk's instrument No. D212103322, Deed Records, Tarr -ant County Texas, said 0.017 acre (750sf) strip of land being herein more, particularly described in attached exhibit "k. Grantor, for the Consideration paid to Grantor and other good and valuable consideration, hereby grants, sells, and conveys to Grantee, Its successors and assigns, an .exclusive, perpetual easement for the construction, operation, maintenance, replacement, upgrade, and repair of a Permanent Sewer and Drainage Facility, hereafter referred to as "Facility'. PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev. o5I1212o10 ■ "V%. A. vs v . The Facility includes all incidental underground and aboveground attachments, equipment and appurtenances, including, but not limited to manholes; manhole vents, lateral- line connections,- pipelines, junction boxes, inlets, flumes, headwalls, wingwalls, slope pavement, gabions, rock rip -rap, drop structures and access ramps, and other erosion control measures in, upon, under .and across a portion of the: Property and more fully described in Exhibit "A' attached hereto and :Incorporated herein for all pertinent purposes, together with the right and privilege at any and all times ,to enter Property, or any part thereof, for the purpose of constructing, operating, maintaining, replacing, upgrading, and repairing said Facility. In no event shall Grantor (1) use the'Property in any manner which .interfdres in any material way or - is -inconsistent with the rights granted hereunder, or .(II) erect. or permit to be erected within the easement- property a permanent structure or building, including, but not limited to, monument sign, pole sign, billboard, .brick or masonry fences or walls or other structures that require a` building permit, -or any structure not requiring a building permit but which ' may threaten the structural integrity .'or the - capacity of the storm - drain and - its appurtenances. However, Grantor shall be perrhitted to install and maintain a concrete, asphalt -or gravel driveway, road or parking lot across the Easement Property.: - - Grantee ''Shall be obligated to restore the surface of the Property at Grantee's sole cost and. expense, including the -restoration of any.sidewalks, driveways;: or similar surface improvements located upon or adjacent to the Easement which may have been removed, relocated,. altered, damaged; or destroyed as a result of the Grantee's use of the easement granted hereunder. Provided, however, that Grantee shall not be obligated to .restore or -replace irrigation systems or other improvements installed in violation of the provisions and intended -.use of this Easement. Under Subchapter E of. the Texas Property Code, as amended,, the Grantor or the Grantor's heirs, successors, or assigns maybe entitled. before 'the 100 anniversary of the. date of this acquisition to re0urchas0 the property or. request certain information about the .use and any actual progress made to, aird.the use for which the property was acquired -under this.deed/easementlnamel instrument, 96d the repurchase price will.be the price the City paid Grantor-in'this acquisition. TO .HAVE AND TO HOLD the above -described easement, together with all and singular the rights and appurtenances :thereto in anyway belonging unto Grantee, and Grantee's successors and assigns forever, and Grantor does hereby, bind itself and its successor and assigns to warrant and forever defend all and singular the easement unto Grantee, its successor and assigns, against every person whomsoever lawfully claiming or to' claim the same, or any part thereof. When the context requires, singular nouns and.prronouns include the plural,_ [SIGNATURES APPEAR ON THE FOLLOWING PAGE) PERMANENT SEWER AND DRAINAGE FACILITY EASEMENT Rev. 05l12l2010 GRANTOR: �qtqd JOSE JUAN AVIELMAOUAIREZ STATE OF TEXAS § COUNTY OF TARRANT § GRANTEE: City of Port Worth Fernando Costa Assistant City Manager APPROVED AS TO FORM AND LEGALITY ssist-8nt Ci ty Attorney ACKNOWLEDGEMENT BEFORE ME, the and rsigned authority, a .Notary Public in and for the State of Texas, on this .day personally appeared C& ,3rjn � - rxMrra�known to me to be the same person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of_ &jic&y -+o v-, and that hefshe executed the same as the act of said for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAS. OF OFFICE this � day of Public in and f"e State of Texas �\ Ifff 0.)t ry Public, State of Texas y�,�..a laly GLirYFtt!!u51Un EXAIf�S uin+�" April 07, 2015 ate of Texas ornmissioix Expires Aprlf 07'. 201.5 PERMANENT SEWER AND DRAINAGE. FACIUrY EASEMENT Rev. 05112/2010 ■ MtjY T Vs " ACKNOWLEDGEMENT STATE OF TEXAS � COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Femando Costa, Assistant City. Manager of the City of Fort Worth, known to me to be the same person whose name is subscribed to the foregoing - instrument, and acknowledged to me that the same was the act of the City'of Dort Worth and that he/she executed the same as the act of the City of Fort Worth for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this � day of r a otary Public in and for the State of Texas hN�lq � �� P EkeONIA, DANIM x? g 1 tGry PU011C. 3fof6 Ct TOXCIS MY COMMh ion Expires July 10, 2017 PERMANENT SEWER ANQ DRAINAGE FACILITY EASEMENT Rev. 05/1Z2410 EXHIBIT "A" . LOVING CHANNEL - PARCEL 9 PERMANENT DRAINAGE AND SEWER FACILITY EASEMENT LOT 1, BLOCK 48, OAK GROVE ADDITION, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a 0.017 ecre strip of land situated in LOT 1, BLOCK 48, OAR GROVE ADDITION, being an addition to the City of Fort Worth, Tarrant County, Texas, said.0.017 acre strip of land being a portion of that same tract of land conveyed to JUVENTINO & 1VIARICELA AVILEZ, by.deed as recorded in Tarrant County Clerk's instrument No. D212103322, Deed Records, Tarrant County, Texas, said 0.017 acre strip being herein more particularly described by metes and bounds as follows: BE, GINNING at the northwest property corner of said Lot 1, said beginning point. being South 00" 12'32" .East, a distance of ' 100,00 feet from .a 112 inch iron rod with cap stamped "FULTON" found at the northwest property'corner of Lot 3, Blo& 48, of the said Oak Grove Addition;. THENCE North.89°47'28"East, along the north property line of said Lot 1, a.distance of 15.00 feet to'a point, from which a 112 inch iron rod found at the northeast property corner of said Lot 1 bears North 89' 4728" East, a distance of 12 5. 00 feet; TltiNCE South 00012'32" East, a distance of 49.70 feet to the south property line of said Lott; THENCE South 89°47'2$" West, along the said south property line of Lot i, a distance of IS. 0 0 feet to the southwest property corner of said Lot 1; THENCE North 00°.12'32" West, along the west property line of said Lot i; a distance of 49.70 feet to the POINT OF BEGINNING, Hereon described tract of land contains 0.017 acres (746 square feet) of land,"more or less. NOTE: The basis of bearings for this survey is the Texas State P14ne.NAD83 North Central Zone (4202)'. I do hereby certify on this 23rd day of October, 2012, that the above legal description was prepared from .public records and from an actual and accurate survey upon the ground and that the same is true -and- correct. . Spooner and Associates, Inc. Eric S. Spooner, RPLS Registered Professional Land Surveyor Texas Registration Number 5922 Dated: - ! b_ -_t 3 --+ Exhibit ".A'." Page l of 2 £R 407 rr�`. v v■ .rs ......... . Lot• Jet,,..... - - - ' U. Ar . � -- ......... . TV 'Ht:i i_irktll i':.11 i.i.l�i2 . ...:..'tdAill t PSd f►.1e6'1<<di+�si7.1 tw= 9fSih.t17 1l hYG Y'.:4U hIW 4M-'WjI ':'�f' IL 09 M%MI_' MM.F"afT.MA-116A ..... ElectroniceilV Recorded Tarrant County Texas Official Public Records 6127/2013 2:29 PM D213167007 P.IAL YRRA DEED PGS 5 $32.00 alt4el RA [.es, NOTICE OF COPiI°I®EIIITI 1RRhjPd&cyiQl_I ARE A NATURAL P �O1+ Y REMOVE OR STRIKE ANY OJ ALL OF THE FOLLOWING INFORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE It IS FILED FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR DRIVER'S LICENSE NUMBER. Date: 4/16/2013 Grantor: Clifford J. Young & Kareal Ii'i. Develrow Grantofa Mailing Address: 101 Summit Ave Suite 400 Fart Worth, Texas 76102-2611 Grantee: CITY OF FORT WORTH, A MUNICIPAL CORPORATION Grantee's Mailing Address:1000 THROCKMORTON, FORT WORTH, TARRANT COUNTY, TEXAS Consideration:TEN AND NOf100— ($10.00) ---DOLLARS and other good and valuable consideration, the recelpt of which is hereby acknowledged and confessed; Property (Including any Improvements): BEING LOT 3, BLOCK 31 WORTH HILLS ADDTION, BEING AN ADDITION TO THE CITY OF FORT WORTH, TARRANTY COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 309, PAGE 60, PLAT RECORDS TARRANT COUNTY TEXAS, SAID 0.0W ACRE STRIP OF LAND BEING A PORTION OF THAT SAME TRACT OF LAND DEEDED TO CLIFFORD JOSEPH YOUNG AND KAREAL MAE DEVELROW, BY DEED RECORDED IN VOLUME 11014, PAGE 1712, DEED RECORDS, TARRANT COUNTY TEXAS, SAID 0.009 (363 SO FT) STRIP OF LAND BEING MORE PARTICULARLY DESCRIBED IN ATTACHED EXHIBIT A Reservations from Conveyance: A. THIS CONVEYANCE IS MADE SUBJECT TO AND THERE IS EXCEPTED HEREFROM, ALL OIL, GAS AND OTHER MINERALS AND ROYALTIES HERETOFORE RESERVED OR CONVEYED TO OTHERS AND GRANTOR HEREBY EXCEPTS AND RESERVES UNTO GRANTOR, GRANTOR'S HEIRS SUCCESSORS AND ASSIGNS FOREVER, ALL REMAINING OIL, GAS AND OTHER MINERALS IN AND UNDER AND THAT MAY BE PRODUCED FROM THE LANDS DESCRIBED HEREIN. IF THE MINERAL ESTATE IS SUBJECT TO EXISTING PRODUCTION OR AN EXISTING LEASE, THIS RESERVATION INCLUDES THE PRODUCTION, THE LEASE AND ALL BENEFITS FROM IT. GRANTOR DOES HEREBY EXPRESSLY RELEASE AND WAIVE, ON BEHALF OF THE GRANTOR AND THE GRANTOR'S HEIRS, SUCCESSORS, AND ASSIGNS, ALL RIGHTS OF INGRESS AND EGRESS, AND ANY AND ALL OTHER RIGHTS OF EVERY KIND AND CHARACTER WHATSOEVER, TO ENTER UPON AND USE ANY PART OF THE SURFACE OF THE SUBJECT PROPERTY FOR ANY PURPOSE INCIDENT TO EXPLORING FOR, DEVELOPING, DRILLING FOR, PRODUCING, TRANSPORTING, MINING, TREATING, OR STORING THE OIL, GAS AND OTHER MINERALS IN, ON, AND UNDER THE SUBJECT PROPERTY. B. NOTHING HEREIN CONTAINED SHALL EVER BE CONSTRUED TO PREVENT THE GRANTOR, OR THE GRANTOR'S HEIRS, SUCCESSORS, OR ASSIGNS, FROM DEVELOPING OR PRODUCING THE OIL, GAS AND OTHER MINERALS IN AND UNDER THE SUBJECT PROPERTY BY POOLING OR BY DIRECTIONAL DRILLING UNDER THE SUBJECT -PROPERTY FROM WELL SITES LOCATED ON TRACTS OUTSIDE THE SUBJECT PROPERTY. Exceptions to Conveyance and Warranty: THIS CONVEYANCE IS EXECUTED, DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR, ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEE'S USE OF THE SUBJECT PROPERTY, MAINTENANCE FUND LIENS, ZONING ORDINANCES, UTILITY DISTRICT ASSESSMENTS AND STANDBY FEES, IF ANY, ANY AND ALL VALID UTILITY EASEMENTS CREATED BY Page 1 of 3 THE DEDICATION DEED OR PLAN' OF THE SUBDIVISION IN W141CH SAID REAL PROPERTY IS LOCATED, RECORDED EASEMENTS, MINERAL, RESERVATIONS AND LEASES, RESTRICTIONS, COVENANTS, CONDITIONS, RIGHTS OF WAY EASEMENTS, IF ANY, AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING: Under Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the I & anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this deed/easement/named instrument, and the repurchase price will be the price Grantee paid Grantor in this acquisition. Grantor, for the consideration and subject to the Reservation from Conveyance and Exceptions to Conveyance and Warranty, grants, sells, and conveys to Grantee the property, together with all and singular the rights and appurtenances thereto in any wise belonging, to have and hold it to Grantee, Grantee's heirs, executors, administrators, successors, or assigns forever. Grantor hereby binds Grantor and Grantor's heirs, executors, administrators, and successors to warrant and forever defend all and singular the property to Grantee and Grantee's heirs, executors, administrators, successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof, except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty, when the claim is by, through, or under Grantor, but not otherwise. When the context requires, singular nouns and pronouns include the plural. ACCEPTED AND AGREED TO: CITY Pf FORT n ZH BY: B� THE STATE OF EXAS COUNTY O GRANTOR: TITLE: OWNER GRANTOR: REAL MAE DENELROW TITLE: OWNER (Acknowledgment) f umen wis a ' cnowle d before me on the 69 OF ON HALF OF SAI ' OWN Notary's Name (printed): Notary's commission expires: Page 2 of 3 (Acknowledgment) THE STATE OF TEXA§j COUNTY OF _ T is Inslrum nt was g before me on the dL day of 20 13 , by OF ON BEHALF OF SAID 1 °O Not�i�l€c, State of Texas Notary's Name (printed): Notary's commission expires: VAV0J. &M 1" CO;vi SSION EXPIRES nn�1017 (Acknowledgment) THE STATE OF TEXAS COUNTYOF--> r-rQn 4 �This Instrument was acknowledged before me on a 13 day of ry � 20a. by �'J OF%tary _-1 L- 1. , ON BEHALF OF SAlic, State of exas RUII'A s Notary's Name (printed): r MYW16510NEXPIRES Note expires; r ;iti �t9 Notary's commission P NOTICE: This document affects your legal rights. Read it carefully before signing. AFTER RECORDING RETURN TO. CITY OF FORT WORTH, A MUNICIPAL CORPORATION 1000 THROCKMORTON ST FORT WORTH, TEXAS 76102 Page 3 of 3 EXHIBIT "A" LOVING CHANNEL — PARCEL 20 LOT 3, BLOCK 31, 'FORTH HILLS ADDITION CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a 0.009 acre strip of land situated in LOT 3, BLOCK 31, WORTH HILLS ADDITION, being an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat thereof recorded in Volume 309, Page 60, Plat Records, Tarrant County, Texas, said 0.009 acre strip of land being a portion of that same tract of land conveyed to CLWFOIRD JOESPH YOUNG AND KAREAL MAE DEVELROW, by deed recorded in Volume 11014, Page 1712, heed Records, Tarrant County, Texas, said 0.009 acre strip of land being herein more particularly described by metes and bounds as follows: BEGINNING at a 1 /2 inch iron rod with a cap stamped "SPOONER & ASSOCIATES" set (hereinafter referred to as an iron rod set) at the southwest property corner of the said Lot 3, same being the northwest proprety corner of Lot 2, Bloch 31, of the said Worth Hills Addition, said beginning point being on the east right-of-way line of Prairie Avenue (a 60 foot wide right-of-way); THENCE North 00132'57" East, along the west property line of the said Lot 3 and along the said east right-of-way line, a distance of 31.17 feet to an iron rod set, from which ari iron rod set at the northwest property corner of said Lot 3 bears North 00°32'57" East, a distance of 18.83 feet, said iron rod set being at the beginning of a curve to the right having a radius of 50.00 feet, THENCE over and across the said Lot 3, with said curve to the right and in a southeasterly direction, through a central angle of 42154'36", an arc length of 37.45 feet; across a chard which bears South 31°00'07" East, &chord length of 36.58 feet, to an iron rod set on the south property line of the said Lot 3, same being the north property line of the said Lot 2; THENCE North 89027'03" West, along the said property lines, a distance of 19.14 feet to the POINT OF BEG114NING. Herein described tract of land containing 0,009 acres (383 square feet) of land, more or less. NOTE: The basis of hearings for this survey is the Texas State Plane NAD83 North Central Zone (4202). I do hereby certify on this 5th day of July, 2012, that the above legal description was prepared from public records and from an actual and accurate survey upon the ground and that the same is true and correct. .. 0t Spooner and Associates, Inc. Eric S. Spooner, RPLS Registered Professional Land Surveyor ". • . ... ,.... ERiG S..SPQt?NER Texas Registration Number 5922 ... ...... 22 Dated: �p ��-rsso`R g, Exhibit "A" Page 1 of 2 PLAT OF EXHfBIT"A"' "2"ON' ROD 'R&A SEE ATMWED. LtGAL DESUMPTMN IWOOM ON PAGE I OF OC141SIT w,0 MEREJ14 UNLESS-OTHE to OT4 r4, momsi L WORMMILLS ADOMON - N. 8012MIT- 140 09' LOT$ OWNER& BLOCK01 M mrono JOESPH YOUAre & LOT:. KARFAL MALCDEM"W 0 VCX, IfOU, PG. 1712 f2W -MMIM "A" .0,00.9.ACRES. (383 SX.) 2L .0 2D .40 04 t4PNIC ISMS IN FEET V w W 0 APSTMem VOTED l.0T4 LOT2 L LOT 1: curve raiwe No. RADIU$ ARP 4ENGM CHORD D. IRECrION CHORD L.. ENO T TA cy 50.00 37.46 S3.1100M. 7- 36,5r 42-96436'� TH9 BASIS OF MARINGS FOR THIS $URVIFYIS - 7HE TEXAS STATE PLANE NA083 NORTH CENTRAL ZONE (4202). . . . ........................ LOVING:CHANNEL PARC EL20 .. . ...... . ... 11.0=ft GrNVF-F0RTWMTll TARRANT =4tTgM ' WK01A FROPEOVACREAM *.'TOO?- ACRES , nAT) I'EMI OAS PAG9 PH 447201-230 SPECIAL WARRANTY DEED CONFIDENTIALITY RIGHTS: IF YOU ARE A NATURAL PERSON, YOU MAY t STRIKE ANY OR ALL OF THE FOLLOWING INFORMATION FROM ANY T THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL. SECURITY NUMBER t ER'S LICENSE I�lUI�IRER. 0. 14 0 9 E afaya married man not joined herein by my wife a. tie no r of my homestead. G7 m ig A 22 VV Loraine St Fort Worth, Texas 76106-670'ALAMO TILE C(Aff"VIYO CIT F FO RTH, A MUNICIPAL CORPORATION �� /,�L� �� �� • f � Consideration: the receipt of wt Property (Including BEING ALL OF LOTS 1 A FORT WORTH, TARRANT OUI PAGE 60, PLAT RECORD CONVEYED TO JOSE LUIS TAF D210168662, DEED RECORDS] AVENUE FORT WORTH, TEXAS Reservations from Co TARRANT COUNTY, TEXAS 00-- ($10.00) ---DOLLARS and other good and valuable consideration, kno edged and confessed; THIS CONVEYANCE IS HEREFROM, ALL OIL, HERETOFORE RESERVE HEREBY EXCEPTS AND S SUCCESSORS AND ASSIGNS OTHER MINERALS IN AND U THE LANDS DESCRIBED HER] EXISTING PRODUCTION OR INCLUDES THE PRODUCTION, GRANTOR DOES HEREBY I OF THE GRANTOR AND ASSIGNS, ALL RIGHTS OF T G) HILLS ADDTION, BEING AN ADDITION TO THE CITID F DING TO PLAT THEREOF RECORDED IN VOLUMECA) TEXAS, LAND BEING THAT SAME TRACT OF ORDED, TARRANT COUNTY CLERK'S INSTRUMENT ISO. TEXAS, LAND BEING ALSO KNOWN AS 3000 PS00E O0 �O S JECT TO AND THERE IS EXCEPT D OTHE MINERALS AND ROYALTIAS �ONVE TO OTHERS AND GRANTOR JES - TO TOR, GRANTOR'S HEIRS lE_qER, L EMAINING OIL. GAS AND A T A MAYBE PRODUCED FROM I H RAL ESTATE IS SUBJECT TO E IN LEASE, THIS RESERVATION LEAS ALL BENEFITS FROM IT. OTHER RIGHTS OF EVERY KIND , ENTER UPON AND USE ANY PART PROPERTY FOR ANY PURPOSE DEVELOPING, DRILLING FOR, PR, TREATING, OR STORING THE OIL, GA UNDER THE SUBJECT PROPERTY. NAIVE, ON BEHALF SUCCESSORS, AND iND ANY AND ALL ,WHATSOEVER, TO OF THE SUBJECT EXPLORING FOR. ^ TING, MINING; qE LS IN, ON, AND s ti 0 00 a n m �a 0 C 44 NOTHINCT HEREIN CONTAINED SHALL EVER RE k0N THE GRANTOR, OR THE GRANTOR'S HEIRS, SUC E FROM DEVELOPING OR PRODUCING THE OIL, GAS PREVENT ASSIGNS. MINERALS DICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL TY IS LOCATED, RECORDED EASEMENTS, MINERAL. RESERVATIONS AND RESTRICTIONS, COVENANTS, CONDITIONS, RIGHTS OF WAY hTT�NT ANY. AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY THE SAME ARE VALID AND SUBSISTING: n tapter 1 Subchapter E of the Texas Property Code; as amended, the Grantor or the r"s tecessors, or assigns may be entitled before the 10"' anniversary of the date of this cc1 isit. n t rep ase the property or request certain information about the use and any actu l es a to and the use for which the property was acquired under this dee se n ed ument, and the repurchase price will be the price Grantee paid Grantor in tl " acgl4s Grantor, foie co iderat r? subject to the Reservation from Conveyance and Exceptions to Conveyance a a r , sells, and conveys to Grantee the property, together with all and singular t e r' is d a urtenances thereto in any wise belonging, to have and bold it to Grantee. Grant e's eirs xecutors, administrators, successors, or assigns forever. Grantor hereby binds Gra or d rant 's heirs, executors, administrators. and successors to warrant and forever defen 11 and gu r the property to Grantee and Grantee's heirs, executors, administrators, succes ors d si ns, a nst every person whomsoever lawfully claiming or to claim the same or a y t t eo x pt as to the Reservations from Conveyance and Exceptions to Convey ce a W ran , when the claim is by, through, or under Grantor, but not otherwise. When the context requires, s'VejarneAw pronouns include the plural. AND AGREED TO. (Acknowledgment) THE STATE OF TEXAS COUNTY OF This instrunprit was aelgowiedged before me on thO day of by, AND AGREED TO: L"'� THE STATE OF COUNTY OF-7 Is instrument i & I •wtod v V§ V LEGALITY: V1 V) (Acknowledgment) GVONIA DA,4IFL I!oIaty Public_. 5I09e fiF-v cornmission E ,ufv T-I, 2017 NOTICE: This document affects your AFTER RECORDING RETURN TO: CITY OF FORT WORTH, A MUNICIPAL 1000 THROCKMORTON ST FORT WORTH, TEXAS 76102 pl- on theday_of r Lary Public, State of Texas Notary's Name (printed): Notary's commission expires: Read it cpfbfulty before signing. ON by _ EIectPonicalliv Recorded Tarrant County Texas Official Public Records 7/22/2013 11:41 AM D213190300 k- 313IAI MARANTY ®EED PGS 5 $32.00 REMOVE NOTICE OF STRIKE MITOLLOYANG INFORMATION FROM ANY REMCiVE ®Fd STE�LiifE d�NY INSTRUMENT WHAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILM) FOR RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OIL YOUR DRIVER'S LICENSE NUMBER. Date: 7/012013 Grantor: Richard Hignight Grantor's Mailing Address: 5124 Draper Street Fart Worth, 'texas 75105 Grantee: CITY OF FORT WORTH, A MUNICIPAL CORPORATION Grantee's Mailing Address: 1000 THROCKMORTON, FORT WORTFI, TARRANT COUNTY, TEXAS Consideration: T EN AND N01100-- ($10.00) ---DOLLARS and other good and valuable consideration, the receipt of which Is hereby acknowledged and confess; Property (Including any Improvements): BEING, A 0.009 ACRE STRIP OF LAND SITUATED IN LOT 3, BLOCK 30, WORTH HILLS ADDTION, BEING AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 309, PAGE 60, PLAT RECORDS TARRANT COUNTY TEXAS, SAID 0,009 ACRE STRIP OF LAND BEING A PORTION OF THAT SAME TRACT OF LAND CONVEYED TO HOLY GROUND MINISTRIES, INC., BY DEED RECORDED IN TARRANT COUNTY CLERK'S INSTRUMENT NO. D209141270, DEED RECORDS, TARRANT COUNTY, TEXAS, SAID 0,009 ACRE STRIP OF LAND BEING HEREIN MORE PARTICULARLY DESCRIBED IN ATTACHED EXHIBIT "A'. Reservations from Conveyance: A. THIS CONVEYANCE IS MADE SUBJECT TO AND THERE IS EXCEPTED HEREPROM, ALL OIL, GAS AND OTHER MINERALS AND ROYALTIES HERETOFORE RESERVED OR CONVEYED TO OTHERS AND GRANTOR HEREBY EXCEPTS AND RESERVES UNTO GRANTOR, GRANTOR'S HEIRS SUCCESSORS AND ASSIGNS FOREVER, ALL REMAINING OIL, GAS AND OTHER MINERALS IN AND UNDER AND THAT MAY BE PRODUCED FROM THE LANDS DESCRIBED HEREIN. IF THE MINERAL ESTATE IS SUBJECT TO EXISTING PRODUCTION OR AN EXISTING LEASE, THIS RESERVATION INCLUDES THE PRODUCTION, THE LEASE AND ALL BENEFITS FROM IT. GRANTOR DOES HEREBY EXPRESSLY RELEASE AND WANE, ON BEHALF OF THE GRANTOR AND THE GRANTOR'S HEIRS, SUCCESSORS, AND ASSIGNS, ALL RIGHTS OF INGRESS AND EGRESS, AND ANY AND ALL OTHER RIGHTS OF EVERY KIND AND CHARACTER WHATSOEVER, TO ENTER UPON AND USE ANY PART OF THE SURFACE OF THE SUBJECT PROPERTY FOR ANY PURPOSE INCIDENT TO EXPLORING FOR, DEVELOPING, DRILLING FOR, PRODUCING, TRANSPORTING, MINING, TREATING, OR STORING THE OIL, GAS AND OTHER MINERALS IN, ON, AND UNDER THE SUBJECT PROPERTY. B. NOTHING HEREIN CONTAINED SHALL EVER BE CONSTRUED TO PREVENT THE GRANTOR, OR THE GRANTOR'S HEIRS, SUCCESSORS, OR ASSIGNS, FROM DEVELOPING OR PRODUCING THE OIL, GAS AND OTHER MINERALS IN AND UNDER THE SUBJECT PROPERTY BY POOLING OR BY DIRECTIONAL DRILLING UNDER THE SUBJECT PROPERTY FROM WELL SITES LOCATED ON TRACTS OUTSIDE THE SUBJECT PROPERTY. EX-ceptions to Conveyance and Warranty: THIS CONVEYANCE IS EXECUTED, DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR, ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEE'S USE OF THE SUBJECT PROPERTY, MAINTENANCE FUND LIENS, ZONING ORDINANCES, UTILITY DISTRICT ASSESSMENTS AND Page 1 of 3 STANDBY FEES, IF ANY, ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED, RECORDED EASEMENTS, MINERAL, RESERVATIONS AND LEASES, RESTRICTIONS, COVENANTS, CONDITIONS, RIGHTS OF WAY EASEMENTS, IF ANY, AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING: Under Subchapter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors, or assigns may be entitled before the I e anniversary of the date of this acquisition to repurchase the property or request certain information about the use and any actual progress made toward the use for which the property was acquired under this deedleasementinamed instrument, and the repurchase price will be the price Grantee paid Grantor in this acquisition. Grantor, for the consideration and subject to the Reservation from Conveyance and Exceptions to Conveyance and Warranty, grants, sells, and conveys to Grantee the property, together with all and singular the rights and appurtenances thereto in any wise belonging, to have and hold it to Grantee, Grantee's heirs, executors, administrators, successors, or assigns forever. Grantor hereby binds Grantor and Grantor's heirs, executors, administrators, and successors to warrant and forever defend all and singular the property to Grantee and Grantee's heirs, executors, administrators, successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof, except as to the Reservations from Conveyance and Exceptions to Conveyance and Warranty, when the claim is by, through, or under Grantor, but not otherwise. When the context requires, singular nouns and pronouns include the plural. APPROVED FOR FORM AND LEGALITY CITY O 'RT WORTH BY: GRANTOR: ,Ell-1G RICHARD HIGNIGHT (Acknowledgment) THE STATE OO TEXAS COUNTY O rl f/5f ��}I TM' ins ume vas aekn edged before me on ths� -day f , 2U by_ OF ON l3eHALF OF SAID Note Public, Stld of T exas Notseys Name (printed) R%-ta16 i4 e., Pe- c u n daLs Notary's commisslon expires: MULEM M. FEWMA 8pmrl am EP)r" A k J�eeuSry 6, 80f 4 Page 2of3 ACCEPTED AND AGREED TO: CITY OF FORT WORTH BY: _ Fernando Costa, Assistant City Manager (Acknowledgment) THE STATE QLJEXAS COU wry OF eThis instru � nkwas aaknowied� [Mate me an the A day ! , 2RD, by r e P1�flc n a �t r DSIQ- OF U ON BEHALF OF SAID G t �otaryPublic.tate of Texas Notary's Name (printed): Notary's commission expires: NOTICE: This document affects your legal rights. Read It carefully before signing. AFTER RECORDING RETURN TO; CITY OF FORT WORTH, A MUNICIPAL CORPORATION 1000 THROCKMORTON ST FORT WORTH, TEXAS 76102 Page 3 of 3 EXHIBIT "A" LOVING CHANNEL — PARCEL 22 LOT 3, BLOCK 30, WORTH HILLS ADDITION CIT1;' OF FOIST WORTH, TARRANT COUNTY, TEXAS BEING a 0,009 acre strip of land situated in LOT 3, BLOCK 30, WORTH HILLS ADDITION, being an addition to the City of Fort Worth, Tarrant County, Texas, according to the plat thereof recorded in Volume 309, Page 60, plat Records, Tarrant County, Texas, said 0.009 acre strip of land being a portion of that same tract of land conveyed to HOLY GROUND MINISTRIES, INC., by deed recorded in Tarrant County Clerk's Instrument No. D209141270, Deed Records, Tarrant County, Texas, said 0.009 acre strip of land being herein more particularly described by metes and bounds as follows: BEGINNING at a 1/2 inch iron rod with a cap stamped "SPOONER & ASSOCIATES" set (hereinafter referred to as an iron rock set) at the southeast property corner of the said Lot 3, same being the northeast property corner of Lot 2, Bloch 30 of the said Worth Hills Addition, said beginning point being on the west right-of-way line of Prairie Avenue (a 60 foot wide right-of-way); THENCE North 89°27'03" West, along the south property line of the said Lot 3 and along the north property line of the said Lot 2, a distance of 19.31 feet to an iron rod set at the beginning of a curve to the right having a radhis of 50.00 feet; THENCE over and across the said Lot 3 with said curve to the right and in a northeasterly direction, through a central angle of 43"09'30", an arc length of 37.66 feet, and across a chord which bears North 32' 13'28" East, a chord length of 36.78 feet to an iron rod set on the east property tine of the said Lot 3, same being the said west right-of-way line of Prairie Avenue, from which an iron rod set at the northeast property corner of the said Lot 3 bears North 00132'57" East, a distance of 18.70 feet; THENCE South 0092'57" West, along the said east property line and along the said west right -of --way line, a distance of 31.30 feet to the POINT OF BEGINNING. Herein described tract of land containing 0.009 acres (389 square feet) of land, more or less. NOTE: The basis of bearings for this survey is the Texas State Plane NAD83 North Central Zone (4202). 1 do hereby certify on this 5th day of July, 2012, that the above legal description was prepared from public records and from an actual and accurate survey upon the ground and that the same is true and correct. Spooner and Associates, Inc.i° cR Eric S. Spooner, RPLS ��; :'o-� c • �, Registered Professional Land Surveyor EaIc .• •s�aon+. ER Texas Registration Number 5922 ...... Dated: apt. ..2r a ,04 Exhibit "A" Page 1 of 2 :IRON MOW. .140 r T. WT WO :....... .. ..caw .. ..r r .._ IN! OW IE71 e. . . 1W N:"T -Moo8� r° a uy%. a va e+ Electroniceliv recorded Tarrant County Texas Official Public Records 7/22I201311:42 AM ANTY DEED PGS 5 $32.00 c.-*�tj .NTIAM�,M §zjfirTjQU ARE A NATURAL �; *b� 4Y ANY ALL OF THE FOLLOWING INFORMATION FROM ANY TRANSFER$ AN INTEREST IN REAL PROPERTY BEFORE IT IS IN THE PUBLIC RECORD: YOUR SOCIAL SECURf Y NUMBER LICENSE NUMBER. Date: 9f2r_, Grantor: chard H Grantor's Melling dress: Grantee: C ol•' 1 Grantee's Mailing Add Consideration: TEN AND the receipt of which Is hens Property (including any 1 BEING A 0.017 ACRE STRIP OF LA D SITI ADDrr1ON TO THE CITY OF FORT WQEtTf RECORDED IN VOLUME 309, PAGE % FU OF LAUD BEING A PORTION OF THAT S INC., BY DEED RECORDED IN TARRA RECORDS, TARRANT COUNTY, TEXAS, PARTICULARLY DESCRIBED IN ATTACHED Reservations from Conveyance: and Worth, Texas 70106 CORPORATION FORT WORTH, TARRANT COUNTY, TEXAS and other good and valuable consideration, K 30, WORTH HILLS ADDTION. BEING AN TEXAS, ACCORDING TO PLAT THEREOF COUNTY TEXAS. SAID 0.017 ACRE STRIP NVEYED TO HOLY GROUND MINISTRIES, `INSTRUMENT NO. D209141270, DEED T*IP OF LAND BEING HEREIN MORE A THIS CONVEYANCE IS MADE S� AND THE I5 EXCEPTED HEREFROM, ALL OIL, GAS AND T MINERA A ROYALTIES HERETOFORE RESERVED OR CO YED TO O S A GRANTOR HERESY EXCEPTS AND RESERVES UNTQ G OR T R'S HEIRS SUCCESSORS AND ASSIGNS FOREVER, AL M IN OIL GAS AND OTHER MINERALS IN AND UNDER AND T T M Y B RO CED FROM THE LANDS DESCRIBED HEREIN. IF THE L TAT SUBJECT TO EXISTING PRODUCTION OR AN EXISTING L SE, VATION INCLUDES THE PRODUCTION, THE LEASE AND ALL BE ITS 0 IT. GRANTOR DOES HEREBY EXPRESSLY RELEASE kND WIy�!OI` OF THE GRANTOR AND THE GRANTORS HEIRS, SUCCE ASSIGNS, ALL RIGHTS OF INGRESS AND EGRESS, OTHER RIGHTS OF EVERY KIND AND CHARACTER WH SO) ENTER UPON AND USE. ANY PART OF THE SURFACE OF TH PROPERTY FOR ANY PURPOSE INCIDENT TO EXP R DEVELOPING, DRILLING FOR, PRODUCING, 'TRANSPORT , TREATING, OR STORING THE OIL, GAS AND OTHER MINERALS IN, UNDER THE SUBJECT PROPERTY, B. NOTHING HEREIN CONTAINED SHALL EVER BE CONSTRUED TO PRE THE GRANTOR, OR THE GRANTOR'S HEIRS, SUCCESSORS, OR ASSI S FROM DEVELOPING OR PRODUCING THE OIL, GAS AND OTHER MINERAL IN AND UNDER THE SUBJECT PROPERTY BY POOLING OR BY DIRECTIONAL DR —LING UNDER TIM SUBJECT PROPERTY FROM 'WELT. SITES LOCATED ON TRACTS OUTSIDE THE SUBJECT PROPERTY. Exceptions to Conveyance sad Warranty; THIS CONVEYANCE 1S EXECUTED, DELIVERED AND ACCEPTED SUBJECT TO AD VALOREM TAXES FOR THE CURRENT YEAR, ROLLBACK TAXES DUE TO THIS CONVEYANCE OR GRANTEE'S USE OF THE SUBJECT PROPERTY, MAINTENANCE FUND LIENS, ZONING ORDINANCES, UTILITY DISTRICT ASSESSMENTS AND Rage 1 of 3 D213190305 ■ Rltp{- A. VI V FEES, IF ANY, ANY AND ALL VALID UTILITY EASEMENTS CREATED BY ATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL LOCATED, RECORDED EASEMENTS, MINERAL, RESERVATIONS AND R TRICTIONS, COVENANTS, CONDITIONS, RIGHTS OF WAY CS, ANY, AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY NIT -THE SAME ARE VALID AND SUBSISTING: tJndtf3 ch of a Texas Property Code, as amended, the Grantor or the Grantor's heirs, succes M ass' s y e before the I& anniversary of the date of this acquisition to xepurc e t rap r uest ertain information about the use and any actual progress made to a whi _property was acquired under this deed/easement/named instrument, and epur a the price Grantee paid Grantor in this acquisition. Grantor, for the �D4der ' n and Conveyance and W ty, and singular the ri a Grantee, Grantee's h rs, t hereby binds Grantor an Or and forever defend all administrators, successors and ss claim the same or any part c Exceptions to Conveyance and '� not otherwise. When the context requires, singular ©Ike Reservation f m Conveyance and Exceptions to conveys to Grantee the property, together with all thereto in any wise belonging, to have and hold it to inistrators, successors, or assigns forever. Grantor e utors, administrators, and successors to warrant rop rty to Grantee and Grantee's heirs, executors, st ery whomsoever lawfully claiming or to 12eservations from Conveyance and 3:�t"the�Nleaimft is by, through, or under Grantor, but APPROVED FOR FORM ARID LEGALITY o CIi'Y FORT RTW BY: _ (Actmowiedgment) THE STATE OF EXAS COUNTY OF i TThh Ins me t s ack IedgGd bef fe me on the1j"y OF : ON BEHALF OF SAI the plural. C60) rs-,� Notary's NamdVrinted):,F�1La t 14 Notary's commission exp res: O r . 05 Name (printed): commission expires: AFTER RECORDING RETURN TO: CITY OF FORT WORTH, A MUNICIPAL 1000 THROCKMORTON ST FORT WORTH, TEXAS 70102 1 aa4u, a ,P V E V EXHIBIT "A" LOVING CHANNEL — PARCEL 23 LOT. 2, BLOCK 30, WORTH HILLS ADDITION CITY OF FORT WORTH, TARRANT COUNTY, TEXAS anaaqmmon i Volum of that same Tarrant Cot acre strip of BEGINNING at a I/ referred to as an iron r property corner of Lot west right, -of -way line d situated in LOT 2, BLOCK 30, WORTH HILLS ADDITION, being of Fort orth, Tarrant County, Texas, according to the plat thereof recorded in Pl s, Tarrant County, Texas, said 0.0I7 acre strip of land being a portion to HOLY GROUND MINISTRIES, INC., by deed recorded in nst ent No. D209141270, Deed Records, Tarrant County, Texas, said 0.017 rare particularly described by metes and bounds as follows; THENCE South 00°32,'57"e right-of-way line, a distance Of I.17 feet from the southeast pro curve to the right having a radius Oea p stamped "SPOONER & ASSOCIATES" set (hereinafter t roperty corner of the said Lot 2, same being the southeast d Worth Hills Addition, said beginning point being on the b0 foot wide public right-of-way); property line of the said Lot 2 and along the said west o�t bearing North 00032'57" East a distance of sar t 2, said iron rod set being at the beginning of THENCE over and across the said Lo 0 nth said ci through a central angle of 6312 P02", an are length of 2I 1101'48'1 West, a chord bearing of 52.51 feet toafflr 2, same being the south property line of said 3; ,. THENCE South 89127'03" East, along the said BE GINNING. Herein described tract of land containing 0.017 acres NOTE: The basis of bearings for this survey is the Texas I do hereby certify on this 50' day ofJuly, 2012, that the abc public records and from an actual and accurate survey upon Correct. Spooner and Associates, Inc. Eric S. Spooner, RPLS Registered Professional Land Surveyor Texas Registration Number 5922 Dated: 6-17- fight and in a northeasterly direction, d across a chord which bears North on he north property line of the said Lot ce of 19.31 feet to the POINT OF 2t. of land, more or less. I e N 3 orth Central zone (4202). le esc ' was prepared from c th a same is true and 10 .. ONE �A Exhibit "A" Page I of 2 a "'S%%F %on w M_p4p4" Lorlo. LOTS' -.40-T. 4- -A.'LQ Wv QAW is 40. GA. SCUE'lN. MET Mor :1 4%oa� A.&v.t*.ft ... . .. ..... . ..... 00 -OF 00".4a MATHW.90, AhUt"" TNT TW. SAW MRMN NAOftWdM*t�WtdW (4Pb,-2,). LOWNG-ONANNE-t— PARCEL-2-M ./.,P;r.$ 4.0", Lot* Ldr,f GIST .sovubm :46, Da-'r Page I of 4 Elccteonicaily Recorded Tarrant County NOTICE 0FJff0NPMXffdAdW RIG111 T'S: 2/10/2014 6:55 AM D214026607 IF YOu SOIai, YOU MY kmow'& STRIKE ANY OR ALL OF `l � ffQtJAWi1KG INFORMATI KWF i�T THAT TRANSFERS AN INTEREST IN REAL PROP � ORE IT IS FYLEID FOR RECORD IN THIS PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR YDRIVER'S LICENSE NUMBER TAX RESALE DDWD VVITHOUT WARRANTY STATE OF TEXAS § COUNTY OF TARRANT § THAT the City of Fort Worth, a municipal corporation of Twant County, Texas, Grantor, acting by and through Fernando Costa, its duly authorized Assistant City Manager, acting for the use and benefit of itself and the Slate of Texas, County of Tarrant, Tarrant County Water Control & Improvement (District No. 1, and .Fort Worth Independent School District, herainatter referred to collectively as "Grantor", for and in consideration of Eight ]Hundred Fifty (Dollars ($550.00), paid to it by the City of Fort Worth, "Gmtee", the receipt and sufficiency of which is hereby acknowledged, does convey canto the said Grantee, all of its right, title and interest acquired or held by the Grantor in and to the following described real property situated in Tarrant County, Texas, to wit: Legal Description Lots 4 to .20 inclusive, Block 10, Hugh M. Johnson Addition, an addition to the City of Fort Worth, Tarrant County, Texas. The City of Fort Worth was named Grantee on its own behalf and on behalf of the taxing entitles named above in a deed dated June 5,1956 recorded as Volume 3024, Page 431, County Rccords, Tarrant County, Texas, on August 24,1956. This Tax Resale Deed Without Warranty is made subject to, and Grantee acknowledges, the right of redemption as provided in the Texas Tax Code, V.T.C.A. Abu: 2956 Loviag Avenue 1 M&C No. L-15625 Grantee acknowledges that Grantor has not made and does not male any representations as to the physical condition, or any other matter affecting or related to the property or any improvements thereon. BY THE ACCEPTANCE OF THIS DEED, GRANTEE ACKNOWLEDGES AND AGREES THAT GRANTOR HAS NOT MADE, DOES NOT MAKE AND SPECIFICALLY NEGATES AND DISCLAIMS ANY REPRESENTATIONS, WARRANTIES, PROMISES, COVENANTS, AGREEMENTS OR GUARANTIES OF ANY KIND OR CHARACTER WHATSOEVER, WHETHER EXPRESS OR IMPLIED, ORAL OR WRITTEN, PAST, PRESENT OR FUTURE, OF, AS, TO, CONCERNING OR WITH RESPECT TO (A) THE VALUE, NATURE, QUALITY OR CONDITION OF THE PROPERTY INCLUDING, WITHOUT LIMITATION, THE WATER, SOIL AND GEOLOGY, (B) THE INCOME TO BE DERIVED FROM THE PROPERTY, (C) THE SUITABILITY OF THE PROPERTY FOR ANY AND ALL ACTIVITIES AND USES WMCH GRANTEE MAY CONDUCT THEREON, (D) THE COMPLIANCE OF OR BY THE PROPERTY OR ITS OPERATION WITH ANY LAWS, RULES, ORDINANCES OR REGULATIONS OF ANY APPLICABLE GOVERNMENTAL AUTHORITY OR BODY, (E) THE HABITABILITY, MERCHANTABILITY, MARKETABILITY, PROFITABILITY OR FITNESS FOR A PARTICULAR PURPOSE OF THE PROPERTY, (F) THE MANNER OR QUALITY OF TTIE CONSTRUCTION OR MATERIALS, IF ANY, INCORPORATED INTO THE PROPERTY, (G) THE MANNER, QUALITY, STATE OF REPAIR OR LACK OF REPAIR OF THE PROPERTY, OR (II) ANY OTHER MATTER WITH RESPECT TO THE PROPERTY, AND SPECIFICALLY, THAT GRANTOR HAS NOT MADE, DOES NOT MAKE AND SPECIFICALLY DISCLAIMS ANY REPRESENTATIONS REGARDING COMPLIANCE WITH ANY ENVIRONMENTAL PROTECTION, POLLUTION OR LAND USE LAWS, RULES, REGULATIONS, ORDERS OF REQUIREMENTS, INCLUDING SOLID WASTE, AS DEFINED BY THE U. S. ENVIRONMENTAL PROTECTION AGENCY REGULATIONS AT 40 C.F.R., PART 261, OR THE DISPOSAL OR EXISTENCE IN OR ON THE PROPERTY OF ANY HAZARDOUS SUBSTANCE AS DEFINED BY THE COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND Aka: 2956 Loving Avenue 2 M&C No. L-15625 LIABILITY ACT OF 1990, AS AMENDED, AND REGULATIONS PROMULGATED THEREUNDER. GRANTEE FURTHER ACKNOWLEDGES THAT IT IS NOT RELYING ON ANY INFORMATION PROVIDED OR TO BE PROVIDED BY GRANTOR RELATING TO THE PROPERTY. 'AS A MATERIAL PART OF THE CONSIDERATION FOR THIS DEED, GRANTOR AND GRANTEE AGREE THAT GRANTEE IS TAKING THE PROPERTY "AS IS" WITH ANY AND ALL LATENT AND PATENT DEFECTS AND THAT THERE IS NO WARRANTY BY GRANTOR THAT THE PROPERTY IS FIT FOR A PARTICULAR PURPOSE. GRANTEE ACKNOWLEDGES THAT IT IS NOT RELYING UPON ANY REPRESENTATIONS, STATEMENTS, ASSERTIONS OR NON -ASSERTIONS BY THE GRANTOR WITH RESPECT TO THE PROPERTY CONDITION. GRANTEE TAKES THE PROPERTY UNDER THE EXPRESS UNDERSTANDING THAT THERE ARE NO EMPRESS OR IMPLIED WARRANTIES. IT IS UNDERSTOOD AND AGREED THAT THE BID AMOUNT AND THE SUBSEQUENT PURCHASE PRICE HAVE BEEN ADJUSTED TO REFLECT THAT ALL OF THE PROPERTY IS SOLD BY SELLER AND PURCHASED BY PURCHASER SUBJECT TO THE FOREGOING. GRANTEE ACKNOWLEDGES AND ACCEPTS ALL THE TERMS AND PROVISIONS BY HIS ACCEPTANCE HE, REOF. This Tax Resale Deed Without Warranty is expressly made and accepted by Grantee subject to any and all restrictions, existing easements, rights -of -way and prescriptive rights, whether of record or not; all presently recorded and validly existing instruments, covenants, conditions, zoning laws, regulations, ordinances of municipal and other governmental authorities and reservations, including, but not limited to, minerals previously reserved or conveyed, if any, relating to the property, but only to the extent that they are still in effect. TO HAVE AND TO HOLD all of its right, title and interest in and to the above described premises, together with, all and singular, the rights and appurtenances thereto in any manner belonging unto Grantee, and assigns, forever, so that neither Grantor nor its successors and assigns, nor any person or persons claiming under it, shall at any time hereafter have, claim or demand any right, title or interest to the aforesaid property, Aka: 2956 Loving Avenue 3 K&C No. 11-15625 premises or appurtenances, or any part thereof, When the context requires, singular nouns and pronouns include the plural. IN WITNESS WHEREOF, this instrument is executed on the day of 00 els e- 2013. Please Return Recorded Deed To: STATE OF TEXAS § COUNTY OF TARRANT § CITY WORTH "00000- By: Assistant City Manager APPRO 7C D AS TO EOW AND LEGALITY: By: -, Jd"'(w kAuqWI'L distant City Attorne City of Fort Worth BEFORE ME, the undersigned authority, on this day personally appeared Fernando Costa, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as the act and deed of the City of Fort Worth, a municipal corporation of Tarrant County, Texas, for the purpose and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this '�j *1 day of A-1tV-D40 2013. 06k —M -!,--N (% Wotafy Public in and for the State a Texas 4tkA13 � ! - u� y LWDA M. WARLI IGER WCOMMISSION PXPIAES February a, M4 Aka: 2956 Loving Avenue 4 M&C No. L-15625 Page 1 of 3 Electronically Recorded Tarrant County Texas Official Public RecSmds PECIAL WARRANTY 67L�12E4013 2.26 PM D213166978 �� �� PGS 3 $24.44 {NOTICE OF ENTIAIi RIGHTS: IF YOU +� RAL PERSON. YOU MAY REMOVE OR STMKI�aaj�aALL OF THE FO G ORMATION FROM ANY INSTRUMENT THAT TRANSFERS AN INTEREST IN REAL PROPERTY BEFORE IT IS FILED �DR',:RECORD IN THE PUBLIC RECORDS: YOUR SOCIAL SECURITY NUMBER OR YOUR -DRIVER'S LICENSE NUMBER. Dote::4{Ai2¢0-fS ALAMO TITLE COMPANY Granlor_Ar al Alberto Zelaya Gl` .47�C�4443`'e'�rP CSC Grantor;§. MAI.igg Address: 3640 Avenue G Fort Worth, Texas 76105-2410 Grantee: : -;6ITYOF FORT WORTH, A MUNICIPAL CORPORATION Grantee's Maihnq'Address. 1000 THROCKMORTON, FORT WORTH, TARRANT COUNTY, TEXAS Consideration:TEN'AN© NOKbO — ($10.00) --DOLLARS and other good and valuable consideration, the receipt of which. td"her6t '�tckndwledged and confessed; Property (includtn anyirnproger�eFlts): r" BEING LOTS 1,2, AND 3--BL06KA-0 OF JOHNSONS ADDTION TO ROSEN HEIGHTS (FORT WORTH) ALSO KNOWN AS 0000 LOVING:: 'i ,.ACCORQING TO PLAT RECORDS IN VOLUME 106,PAGE 112 PLAT RECORDS TARRANT COUNTY TEXAS•..SAld TFACT OF LAND DEEDED TO ANGEL ALBERTO ZELAYA AS RECORDED IN COUNTY CLERK'S FILE NO. D212U60787;0F THg DEED RECORDS OF TARRANT COUNTY, TEXAS. Reservations from Convey4nioa: A. THIS CONVEYANCI�;1S"MA0E SUBJECT TO AND THERE IS EXCEPTED HEREFROM, ALL ,"D`-. OTHER MINERALS AND ROYALTIES HERETOFORE RESERVED QFL.'CQl`TVEYED TO OTHERS AND GRANTOR HEREBY EXCEPTS ANI ,RtSgR VES UNTO GRANTOR, GRANTOR'S HEIRS SUCCESSORS AND ASSIGNS.. -FOREVER, ALL REMAINING OIL, GAS AND OTHER MINERALS IN AND-`UNDER,.AND`:THAT MAY BE PRODUCED FROM THE LANDS DESCRIBED HEREIN,:''IF.T. NE MINERAL ESTATE IS SUBJECT TO EXISTING PRODUCTION OR XN, XIST1NG LEASE, THIS RESERVATION INCLUDES THE PRODUCTION, tH- -LEASE AND ALL BENEFITS FROM IT. GRANTOR DOES HEREBY EXPRESSLY ,RELEASE AND WAIVE, ON BEHALF OF THE GRANTOR AND THE GAAN'TOWS HEIRS, SUCCESSORS, AND ASSIGNS, ALL RIGHTS OF INGRESS AI4D.•.EGRESS, AND ANY AND ALL OTHER RIGHTS OF EVERY KIND AXr�`CHA.FZACTER WHATSOEVER, TO ENTER UPON AND USE ANY PART OV THE,'.SURFACE OF THE SUBJECT PROPERTY FOR ANY PURPOSE IIdCYEIVF `' TO EXPLORING FOR, DEVELOPING, DRILLING FOR, PRODUGINO, TF ANSPORTING, MINING, TREATING, OR STORING THE OIL, GAS AND'OT"R MINERALS IN, ON, AND UNDER THE SUBJECT PROPERTY. Y B. NOTHING HEREIN CONTAINED SHALL EVER B4"C©Y4TI UED TO PREVENT THE GRANTOR, OR THE GRANTOR'S HEIRS, SUCCE SOORS, OR ASSIGNS, FROM DEVELOPING OR PRODUCING THE OIL, GAS AN.D OTHER MINERALS IN AND UNDER THE SUBJECT PROPERTY BY POOLING Q%BY-DIRECTIONAL DRILLING UNDER THE SUBJECT PROPERTY FR+Jib `W�Ll SrM-S LOCATED ON TRACTS OUTSIDE THE SUBJECT PROPERTY. Exceptions to Conveyance and Warranty: THIS CONVEYANCE IS EXECUTED, DELIVERED AND ACCEPTED "§IJBJIyCT TC) -A.D VALOREM TAXES FOR THE CURRENT YEAR, ROLLBACK TAXES`.D(iE^ TQ -'I His CONVEYANCE OR GRANTEE'S USE OF THE SUBJECT PROPERTY, MA INT-9_ TANCE FUND LIENS, ZONING ORDINANCES, UTILITY DISTRICT ASSESS&tf,�4TS AND STANDBY FEES, IF ANY, ANY AND ALL VALID UTILITY EASEMENTS CREATED BY THE DEDICATION DEED OR PLAT OF THE SUBDIVISION IN WHICH SAID REAL PROPERTY IS LOCATED, RECORDED EASEMENTS, MINERAL, RESERVATIONS AND Page 1 of 3 Page 2 of 3 LEASES, RESTRICTIONS, COVENANTS, CONDITIONS, RIGHTS OF WAY EASEMENTS, IF ANY, AFFECTING THE HEREIN DESCRIBED PROPERTY BUT ONLY TO THE EXTENT THE SAME ARE VALID AND SUBSISTING: Under Sub64apter E of the Texas Property Code, as amended, the Grantor or the Grantor's heirs, successors,: or assigns may be entitled before the I0`i' anniversary of the date of this acquisition to repurchase tbe'-property or request certain information about the use and any actual progress made: 'towafd the use for which the property was acquired under this deed/easement/named inistnime�t,,ari4 the repurchase price will be the price Grantee paid Grantor in this acquisition. Grantorq16r the-egnsideration and subject to the Reservation from Conveyance and Exceptions to Convej(anee.and - Warranty, grants, sells, and conveys to Grantee the property, together with all and singular the xigltts and appurtenances thereto in any wise belonging, to have and hold it to Grantee, 'Qrt ifee°s, heirs, executors, administrators, successors, or assigns forever. Grantor hereby binds Qrantbr ' nnd•Grantor's heirs, executors, administrators, and successors to warrant and forever de'feiid-41E and singular the property to Grantee and Grantee's heirs, executors administrators; sul!iegsars.,W assigns, against every person whomsoever lawfully claiming or to claim the same: or any' part . &reof, except as to the Reservations from Conveyance and Exceptions to Coi,,Geyarice. al1`.- 7Varranty, when the claim is by, through, or under Grantor, but not otherwise. When the context requiz:q r,- mg` alai nouns and pronouns include the plural. ti .. GRANTOR AngoTAlWo Zelaya BY: P�6D ,t (Acknowledgment) THE STATE OfJEXAS COUNTY OF 1QVf68- � s _ This ins! urneni was acknowledged before r, a on the day of ; 20 , by �. 2-(LI-A ec3e ICON BEHALF OF SAID }�`: Fli:RfeER70NAVARRD NotaryPubli tat xas:tar x" Aprit3 2015 Comm' ion expires: Page 2 of 3 Page 3 of 3 (Acknowledgment) THE STATE OF TEXAS COUNTY OF This ipslrum6ht wa§ acknowledged before me an the .7J' day of -�JUNe 20-Li— by Sf 8r�MR - E2 ON BEHALF OF SAID ' I +V QD1—�—Lola. i JiQADANIEts aL4 to�os3 P�a'S Notary Public, State of Texas Notary's Name (printed): Notary's commission expires: NOTICE: This dpcurfievt affects your legal rights. Read it carefully before signing. AFTER RECOROANG' ETUR1J76:•. CITY OF FORT WORTH, AlUlliMOAL CORPORATION 1000 THROCKMORT014•ST_. FORT WORTH, TEXAS 7fi40z •' Page 3 of 3 GC®4o02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO.OD626 Revised July 1, 2011 GEOTECHNICAL STUDY LOVING AVENUE DRAINAGE IMPROVEMENT CITY OF FORT WORTH, TEXAS SUBMITTED TO STREAM WATER GROUP INC. 6737 BRENTWOOD STAIR RD, SUITE 230 FORT WORTH, TEXAS 76112 BY HVJ ASSOCIATES, INC. AUGUST 2, 2013 REPORT NO. DG-08-18500 Houston 18701 John Carpenter Freeway, Suite 250 Austin I Dallas, Texas 75247-4640 Dallas 214.678.0227 Ph San Antonio 1 214,678.0228 Fax www.hvi.com August 2, 2013 Mr. Arefin Shamsul President Stream Water Group Inc. 6737 Brentwood Stair Rd, Suite 230 Fort Worth, Texas 76112 Re: Geotechnical Investigation Loving Avenue Drainage Improvement Project Owner: City of Fort Worth HVJ Project No. DG0818300 Dear Mr. Shamsul: Submitted herein is the report of our geotechnical investigation for the above referenced project. The study was performed in accordance with our proposal number DG0818480 dated November 6, 2008 and is subject to the limitations presented in this report. We appreciate the opportunity of working with you on this project. Please read the entire report and notify us if there are questions concerning this :report or if we may be of further assistance. Sincerely, tt TexasT iirm ReAstrati n No. F-000646 X `°�P��+. � .r£ �01 A�. ............................ K A ® FAD] N. FARM t .............................. ® 96707 Fadi N. Faraj, PE . Project Manager 8p�8•.. j r Senior Pro l g ��®eIONAL - FF/ ZA 08/02/2013 The seal appearing on this document was authorized by Fadi N. Faraj, P.F. 96707 on August 2, 2013. Alteration of a sealed document without proper notification to the responsible engineer is an offense under the Texas Engineering Practice Act. The following lists the pages which complete this report: o Main Text -- 15 pages o Appendix A — 2 pages o Plates — 12 pages v Appendix B — 9 pages TABLE OF CONTENTS 1 EXECUTIVE SUMMARY....................................................................................................... I 2 INTRODUCTION...................................................................................................................1 2.1 General............................................................................................................................1 2.2 Geotechnical Study Program............................................................................................1 3 FIELD EXPLORATION.........................................................................................................2 3.1 General............................................................................................................................2 3.2 Sampling Methods............................................................................................................2 3.3 Groundwater Observations..............................................................................................2 4 LABORATORY TESTING......................................................................................................2 5 SITE CHARACTERIZATION................................................................................................3 5.1 General Geology..............................................................................................................3 5.2 Soil Stratigraphy...............................................................................................................3 5.3 Groundwater....................................................................................................................3 6 CULVERT DESIGN CRITERIA AND RECOMMENDATIONS.........................................3 6.1 General............................................................................................................................3 6.2 Box Culvert Design Recommendations............................................................................3 6.3 Geotechnical Parameters..................................................................................................4 ...................... 7 CULVERT CONSTRUCTION CONSIDERATIONS............................................................. 7.1 General............................................................................................................................5 7.2 Open -Cut Excavation Considerations..............................................................................5 7.3 Select Fill and General Earthwork Recommendations......................................................6 7.4 Groundwater Control.......................................................................................................7 8 CANTILEVERED SPREAD FOOTING RETAINING WALL.............................................7 8.1 General............................................................................................................................7 8.2 Allowable Bearing Pressure, Passive Earth Pressures and Friction Factor .........................7 8.3 Lateral Pressures on Retaining Walls................................................................................8 8.4 Cantilever Retaining Wall Backfill ....................................................................................8 9 CHANNEL SLOPE STABILITY.............................................................................................9 9.1 General............................................................................................................................9 9.2 Global Slope Stability Results...........................................................................................9 10 SITE PREPARATION...........................................................................................................10 11 DESIGN REVIEW.................................................................................................................10 12 LIMITATIONS.......................................................................................................................10 PLATES Plate SITEVICINITY................................................................................................................................................1 GEOLOGYMAP.............................................................................................................................................2 PLANOF BORINGS...................................................................................................................................... 3 BORINGLOGS.......................................................................................................................................... 4-9 KEY TO TERMS AND SYMBOLS...............................................................................................10A-10B APPENDICES A1212endix LABORATORYTEST RESULTS...............................................................................................................A GLOBAL STABILITY ANALYSIS............................................................................................................. B EXECUTIVE SUMMARY HVJ Associates, Inc. was retained by Stream Water Group Inc. to perform a geotechnical study for box culvert and channel improvements for Loving Avenue project in Fort Worth. Subsurface conditions were evaluated by drilling and sampling a total of six (6) borings to a depth of 20 feet below the existing grade. A brief summary of the investigational findings are as follow: Based on our field investigation, the subsurface soils observed at the project site generally consist of 11 to 20 feet of predominantly fat clay soils followed by shale to the termination depth of the borings. Lean clays were encountered in boring B-1 at the top 5 feet, in B-4 at the top 15 feet, in boring B-5 in the top 3 feet, and in boring B-6 in the top 5 feet. Sandy clays were encountered in boring B-1 between depths 8 and 13 feet, in boring B-6 between depths 5 and 18 feet. Clayey sands were encountered in boring B-6 between depths 18 and 20 feet. Hard limestone was encountered in boring B-4 below depth 15 feet. 2. No groundwater was encountered in any of the borings during the drilling operations. 3. The soils expected within the foundation zone of the structures are mostly clays or shale. For a spread footing, an allowable bearing pressure of 1300 psf can be used for the clays and an allowable bearing pressure in excess of 8,000 psf can be used for the limestone. These bearing pressures include a factor of safety of 3. 4. We have performed global slope stability analysis based on 4(1-1):1(V) cross section. Our calculations indicate that the channel cross sections meet the recommended factors of safety for short term, long term, and rapid drawdown stability. Results of slope stability analysis are presented in Appendix B. Due to the presence of sandy soils, we recommend using soil retention blanket with hydromulch to reduce the erosion potential of these soils. For slopes steeper than 4(H):1(V), we recommend using additional enforcement such as a gabion mattress. Please note that this executive summary does not fully relate our findings and opinions. These findings and opinions are only presented through our full report. 2 INTRODUCTION 2.1 General HVJ Associates, Inc. was retained by Stream Water Group lnc. to perform a geotechnical study for box culvert and channel improvements for Loving Avenue project in Fort Worth. The project involves the following improvements: Loving Ave • Relocate and widen approximately 550 LF of natural channel section towards 30ffi St. • Clear and widen approximately 390 LF of upstream section of the natural channel from the culvert at Loving Ave along 301h St ROW and install concrete lined channel. • Remove existing two (2) 4' diameter culverts and install three (3) 6'X6' box culvert at Loving Ave. • Improve approximately 190 LF of downstream portion of natural channel from the culvert at Loving Ave with Concrete lined channel. Prairie Ave • Clear and widen approximately 50 LF of upstream section of the natural channel and install Gabion Basket/Mattress. • Remove existing two (2) 5' diameter culverts and install three (3) 6'X6' box culverts at Prairie Ave near 301h St. • Clear and widen approximately 100 LF of downstream section of the natural channel from the culvert at Prairie Ave along 30�h St ROW and install concrete lined channel. A site vicinity map is presented on Plate 1. 2.2 Geotechnical Study Program The primary objectives of this study were to gather information on subsurface conditions at the project site and to develop design and construction recommendations for the proposed foundations. The objectives were accomplished by: 1. Drilling six (6) soil borings to a depth of 20 feet to determine soil stratigraphy and to obtain samples for laboratory testing; 2. Performing laboratory tests to determine physical characteristics of the soils, and 3. Performing engineering analyses to develop design guidelines and recommendations for the proposed structure. Subsequent sections of this report contain descriptions of the field exploration, laboratory testing program, general site and subsurface conditions, design recommendations, and construction considerations. 3 FIELD EXPLORATION 3.1 General The field exploration program undertaken for the project was performed on May 17, 2012. Subsurface conditions were evaluated by drilling and sampling a total of six (6) borings to a depth of 20 feet below the existing grade. A site plan showing the approximate boring locations is presented on the Plan of Borings, Plate 3. 3.2 Sampling Methods Cohesive soil samples were obtained with a three --inch thin -walled (Shelby) tube sampler in general accordance with ASTM D--1587 standard. Granular cohesionless soils were sampled with the Standard Penetration Test (SPT) sampler in accordance with ASTM D1586 standard. Each sample was removed from the sampler in the field, carefully examined and then classified. The shear strength of the cohesive soils was estimated by a hand penetrometer in the field. Suitable portions of each sample were sealed and packaged for transportation to our laboratory. The TxDOT cone penetrometer test was performed in rock at approximately 5-foot intervals. The TxDOT cone test is used to determine the relative density or consistency of a soil material. The test consists of driving a 3-inch diameter cone with a 170-pound hammer, which is dropped for a distance of 2 feet. The cone is seated and driven to 12 blows or 12 inches whichever comes first. Then it is driven for two consecutive 6-inch increments, and the blow counts for each increment are noted. In hard materials, the cone is driven with the resulting penetration in inches recorded for the 50 blows. Detailed descriptions of the soils and rocks encountered in the boring are given on the boring logs presented on Plates 4 through 9. Keys to the terms and symbols used for soil and rock classification on the boring logs are also included on Plates 10A and 1013. 3.3 Groundwater Observations No groundwater was encountered in any of the borings during the drilling operations. 4 LABORATORY TESTING Selected soil samples were tested in the laboratory to determine applicable physical and engineering properties. All tests were performed according to the ASTM standards. These tests consisted of moisture content measurements, Atterberg limits, percent finer than No. 200 sieve, unconfined compression (UC), and unit dry weight tests. The moisture content, Atterberg limits, and percent finer than No. 200 sieve results were utilized to verify field classifications by the Unified Soils Classification. System. The unconfined compression tests were performed to obtain the undrained shear strength of the soil. The type and number of tests performed for this investigation are summarized in the following Table: Type of Test Number of Tests Moisture Content (ASTM D2216) 27 Atterberg Limits (ASTM D4318) 16 Percent Passing No. 200 Sieve (ASTM D1140) 15 Pocket Penetrometer Tests 29 Unconfined Compression (UC) (ASTM D 2166) 8 Unit Dry Weight ASTM D 2166) 8 2 The laboratory test results are presented on the boring logs on Plates 4 through 9. A summary of laboratory testing results is presented in Appendix A. 5 SITE CHARACTERIZATION 5.1 General Geolo According to the University of Texas at Austin, Bureau of Economic Geology "Geologic Atlas of Texas Dallas Sheet," the project site area is located in region of Eagle Ford Group undivided {map symbol Kef . North of Hill County, shale, sandstone, and limestone; shale, bituminous, selenitic, with calcareous concretions and large septaria; sandstone and sandy limestone in upper and middle parts, platy, burrowed, medium to dark gray; in lower part bentonitic; hard limestone bed marks base in Ellis and Johnson Counties; locally forms low cuesta; thickness 200-300 feet.. A geology map is presented on Plate 2. 5.2 Soil Stratigraphy Our interpretation of soil and groundwater conditions at the project site is based on information obtained at the boring locations only. This information has been used as the basis for our conclusions and recommendations. Significant variations at areas not explored by the project borings may require reevaluation of our findings and conclusions. Based on our field investigation, the subsurface soils observed at the project site generally consist of 11 to 20 feet of predominantly fat clay soils followed by shale to the termination depth of the borings. Lean clays were encountered in boring B-1 at the top 5 feet, in B-4 at the top 15 feet, in boring B-5 in the top 3 feet, and in boring B-6 in the top 5 feet. Sany clays were encountered in boring B-1 between depths 8 and 13 feet, in boring B-6 between depths 5 and 18 feet. Clayey sands were encountered in boring B-6 between depths 18 and 20 feet. Hard limestone was encountered in boring B-4 below depth 15 feet. Detailed descriptions of the materials encountered in the borings are given on the boring logs presented on Plates 4 through 9. Key to the terms and symbols used for soil and rock classification on the boring logs is given on Plates 10A and 10B. 5.3 Groundwater No groundwater was encountered in any of the borings during the drilling operations. It should also be noted that groundwater levels might fluctuate seasonally and with climatic conditions. 6 CULVERT DESIGN CRITERIA AND RECOMMENDATIONS 6.1 General We understand that the project will involve the construction of a reinforced concrete box culverts. We also understand that the culvert will be at an invert depth of approximately 10 to 15 feet below the existing grade. 6.2 Box Culvert DesiW Recommendations Reinforced concrete box culverts shall meet the minimum requirements of ASTM C789, "Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers". Design guidelines and 3 recommendations for the box culvert placed by open -cut techniques are discussed in the following sections. 6.3 Geotechnical Parameters Geotechnical design parameters are presented in the following table. These design parameters are based on field and laboratory test data obtained from the borings. Please note that, because of the nature of the soil stratigraphy at this site, parameters at locations that deviate from the boring location may vary substantially from values reported in the table below. Boring No. Approximate Invert Depth (ft) Soil Description Dry Unit Weight (pcf) Allowable Bearing Pressure (psf) B-1 10-13 Very Stiff Sandy Clay 120 3,000 B-1 13-15 Hard Shale 140 >10,000 B-2 10--11 Stiff Fat Clay 120 2,000 B-2 11-15 Hard Shale 140 >10,000 B-3 10-15 Fat Clay 100 1,500 B_4 10-15 Lean Clay 100 1,500 B-5 10-11 Very Stiff Fat Clay 120 3,000 B-5 11-15 Hard Shale 140 >10,000 B-6 10-15 Stiff Sandy Clay 110 2,000 The values shown in the above table represent our interpretation of the soil properties based on the available laboratory and field test data. Use of the soil properties shown above may or may not be appropriate for a particular analysis, since choice of design parameters often depends on whether total or effective stress analysis is used, rate of loading, duration of loading, geometry of loaded area, and other factors. The total unit weight values shown above represent our interpretation of soil unit weight at natural moisture content. The undrained shear strength and allowable bearing pressure values represent our interpretation of the shear strength in clay soils based primarily on the results of unconfined compression tests, and hand penetrometer tests. Design Lateral Pressure. The soil pressure exerted on a culvert wall is mainly a function of the type of backfill and its method of placement. Over -compaction of backfill behind walls and utilization of highly plastic expansive clay backfill are practices that generally produce the highest wall pressures. In these cases, horizontal earth pressures exceeding the vertical earth pressure can be expected. The following are the recommended lateral earth pressure coefficients for onsite sandy clays: El Material & Condition Lateral Earth Pressure Coefficient Short -Term Long -Term Onsite Sandy Clay, active 1.0 0.42 Onsite Sandy Clay, at -rest 1.0 0.60 Over -compaction of the backfill should be avoided to prevent the increase of lateral earth pressures on the culvert. Vertical Soil Loads. Loading on the top of the box culvert may be calculated using a total soil unit weight of 125 pounds per cubic foot (pco. For buoyancy calculations, the unit weight of soil should be taken as 65 pcf, which assumes a water table at the ground surface. 7 CULVERT CONSTRUCTION CONSIDERATIONS 7.1 General This section is intended to address issues that might arise during construction. Our recommendations are intended for use as guidelines in dealing with particular soil conditions. The topics addressed in this section include trench excavation stability, groundwater control, open -cut construction considerations. The recommendations contained herein are not intended to dictate construction methods or sequences. Instead they are provided solely to assist designers in identifying potential construction problems related to excavation, based upon findings derived from sampling. Depending upon the final design chosen for the project, the recommendations may also be useful to personnel who observe construction activity. The contractor must evaluate potential construction problems on the basis of their review of the contract documents, their own knowledge of and experience in the local area, and on the basis of similar projects in other localities, taking into account their own proposed methods and procedures. 7.2 Open -Cut Excavation Considerations Excavations should satisfy two requirements. First, the soils above final grade must be removed without disturbing the soil below excavation grade, which will support the box culvert. Second, the sides of the excavation must be stable to prevent damage to adjacent utilities as a result of either vertical or lateral movements of the soil. In addition, a satisfactory excavation procedure must include an adequate construction dewatering system to lower and maintain the water level at least a few feet below the lowest excavation grade. Excavation Stability. Excavations shall be shored, laid back to a stable slope or some other equivalent means may be used to provide safety for workers and adjacent structures. Assessment of the need for excavation sloping, use of trench boxes or other measures required to provide a stable excavation, and the use of appropriate construction practices and/or equipment is the contractor's responsibility. The following comments are intended to represent common solutions to stability problems encountered in similar soil conditions in the North Texas area, and may not be construed as excavation system design recommendations. The excavation operations shall be performed in accordance with 29 CFR Part 1926 subpart P, as amended, including rules published in the Federal Register, Vol. 54, No. 209, dated October 31, 1989, as a minimum. In addition, the provisions of legislation enacted by the Texas Legislature should be satisfied. Excavations Shallower Than Five Feet. Trenches that are less than five feet deep should be appropriately protected when any indication of hazardous ground movement is anticipated. Based on the soil conditions revealed by the borings, all trenches shallower than five feet may be excavated with side slopes of one vertical to one and one-half horizontal. If there are any indications of sloughing during excavation, the side slopes should be flattened. Excavations Deeper Than Five Feet. Trenches that are deeper than five feet should be shored, laid back to a stable slope, or some other appropriate means of protection should be provided where workers might be exposed to moving ground or caving. The slopes may be constructed in accordance with Table B-1 and shoring may be constructed in accordance with Table C-1.1, Table C-1.2 and Table C-1.3 of 29 CFR Part 1926. Soil types required by Table C-1.1, Table C-1.2 and Table C-1.3 (Trench Shoring - Minimum Timber Requirements) are given below: Boring No. OSHA Soil Type Depth of Trench (ft) 0-5 5_40 10-15 15-20 B--1 B B B B B-2 B B B B B-3 C C C C B-4 C C C C B-5 B B B B B-6 B B B C In general, it is our opinion that the pressure distribution (for braced walls) should be used for design of sheeting or trench boxes. To reduce the potential for ground movement adjacent to the top of the excavation, the bracing should be preloaded in stages as the excavation is deepened. The planned construction will be performed along alignments near existing utility installations (either crossing or paralleling the new alignments). The contractors should be aware of potential excavation stability problems while working in the vicinity of old trenches and the excavation system should be designed to accommodate this weak material (trench backfill.). The vertical walls of excavations should be located a safe distance from existing utilities in order to prevent movement in the soil mass behind the excavation that may adversely affect the utilities. We recommend that the horizontal distance should be 4 feet for excavation depths of up to 10 feet. 7.3 Select Fill and General Earthwork Recommendations Select fill required to raise the grade or backfill should consist of lean silty or sandy clay with a liquid limit less than 40 and a plasticity index between 7 and 20. Fill material that is used should be placed T in loose lifts not exceeding eight inches and should be compacted to 95 percent of standard Proctor maximum dry density as determined by ASTM D698. 7.4 Groundwater Control Assessment of the need for groundwater control and installation of appropriate dewatering equipment is the contractor's responsibility. The following comments are intended to represent common solutions to groundwater control problems encountered in similar soil conditions in the North Texas area, and may not be construed as dewatering system design recommendations. A conventional pump and sump arrangement may be adequate if water bearing cohesive soils are encountered during trench excavations. Well points or eductors may be utilized to lower the groundwater level to at least three feet below the excavation level where water bearing cohesionless soils are encountered. Well points are generally not effective below about 15 feet beneath the top of the well point, and deeper dewatering requires deep wells with submersible pumps and eductors. Based on the subsurface soils encountered, we anticipate groundwater to be controlled using pump and sump arrangement. In any case, the groundwater control system used must provide a relatively dry, stable base for construction. However, it should be noted that groundwater conditions will change due to rainfall and seasonal changes. Control of groundwater should be accomplished in a manner that will preserve the strength of the foundation soils; will not cause instability of the excavation; and will not result in damage to existing structures. Where necessary to this purpose, the water will be lowered in advance of excavation by pump and sump arrangement, wells, well points, or similar methods. Open pumping should not be permitted if it results in boils, loss of fines, softening of the subgrade, or excavation instability. Discharge should be arranged to facilitate sampling by the owner's representative or engineer 8 CANTILEVERED SPREAD FOOTING RETAINING WALL 8.1 General We understand that cantilevered retaining walls are proposed for portions of the channel alignment. The following sections include recommendations for cantilevered retaining walls. 8.2 Allowable Bearing Pressure, Passive Earth Pressures and Friction Factor The soils expected within the foundation zone of the structures are mostly clays or shale. For a spread footing, an allowable bearing pressure of 1300 psf can be used for the clays and an allowable bearing pressure in excess of 8,000 psf can be used for the limestone. These bearing pressures include a factor of safety of 3. The recommended bearing capacity assumes that the base of the excavation is adequately dewatered, and that the bearing surface is relatively dry and undisturbed. The weight of soil may be taken as 125 pcf for soils above the water table and 65 pcf for soils below the water table. Horizontal loads acting on retaining walls will be resisted by the passive earth pressure and friction along the base of the wall. A friction factor of 0.28 can be used. The allowable lateral sliding resistance can be calculated by multiplying the weight of the mass above the wall base by the friction factor, and adding an allowance for any passive resistance. Passive resistance can be calculated assuming a pressure distribution developed by a fluid with equivalent density of 100 pcf including a factor of safety of 3.0. If the area adjacent to the bottom face of the wall is not paved, the passive resistance should be ignored. For the purpose of designing against sliding, it may be assumed that passive earth pressure and friction resisting forces occur si nultaneously. 7 8.3 Lateral Pressures on Retaining Walls The pressure which soil can be expected to exert on a retaining wall is mainly a function of the type of backfill and its method of placement. Over -compaction of backfill behind walls and utilization of highly plastic expansive clay backfill are practices that generally produce the highest wall pressures and should be avoided. In these conditions horizontal earth pressures exceeding the vertical earth pressure can be expected. Backfill selection and method of placement are critical design assumptions for the retaining walls. Design lateral pressures for retaining walls may be calculated for each backfill type using the following equivalent fluid densities for drained level backfill shown in following table: Equivalent Fluid Density (pco Fill Type Little Wall Some Wall Movement Allowed Movement Allowed Select Cohesive 70 45 Soil (PI<20) Bank Sand 40 40 On Site Cohesive Soil 90 55 I>20 In the table the lower design earth pressures that allow for some wall movement can be used if wall slopes of 1 inch in 20 feet of height are tolerable. If less wall movement is needed then the higher design pressures should be used. Over -compaction of the backfill should be avoided to prevent the increase of lateral earth pressures on the walls. The effects of traffic loads can be treated as an additional two feet of equivalent fluid extending above the top of the wall. The recommended design pressures do not include a groundwater pressure component. Ground water pressure should be considered separately. We recommend that toe drains be installed at the base of the wall to reduce the possibility of hydrostatic buildup. 8.4 Cantilever Retaining Wall Backfill Bank sand, select cohesive soil, and on -site cohesive soils are the three types of fill material that can be considered for this project. Bank sand is silty fine sand that contains no more than 15 percent material by weight passing the number 200 sieve and is free of clay balls and debris. Select cohesive soil has a Plasticity Index of less than 20. Most of the excavated soils from the proposed excavations are expected to be clays and sandy clays. The backfill to be used behind the walls should be tested prior to use. Moisture content should be increased to two to four percentage points wet of the optimum for high plasticity cohesive soils. Compaction conducted within four feet of the back of the retaining wall should be performed with hand tamper equipment to reduce the backfill pressures applied to the wall. Fill in this zone should be placed in six-inch loose lifts compacted as described above. For cantilevered retaining walls, bank sand backfill is generally more expensive but produces correspondingly lower design wall pressures. If bank sand is used, it should be capped at the ground surface with two feet of select or on -site non -select cohesive material to reduce surface water seepage and sloped to drain away from the wall. 9 CHANNEL SLOPE STABILITY 9.1 General Several methods of slope stability analysis are available. We used Bishop's circular to calculate the factor of safety against instability for the MSE walls. Bishop's circular method was used when a uniform clay layer existed beneath the MSE wall. Slope stability analyses were conducted using a microcomputer version of WINSTABL2 slope stability program that calculates the factor of safety against slope failure using a two-dimensional limiting equilibrium method. Critical failure surfaces generated by this software are presented in Appendix B. The TxDOT Geotechnical Manual requires a minimum factor of safety of 1.3 for retaining wall rotational stability for short term and long term conditions. The US Army Corps of Engineers, Engineer Manual EM 1110-2-1902 "Slope Stability", for new earth and rock -fill dams allows the use of a factor of safety of 1.3 for end -of -construction, 1.5 for long-term, and 1.1 to 1.3 for rapid drawdown. The factors of safety represent the calculated resisting forces and moments divided by the calculated driving forces and moments of the various potential failure surfaces analyzed. These forces and moments are based on the estimated unit weights and shear strengths of the various soils in the slope profile. Accordingly, a factor of safety of 1.0 indicates impending failure. The larger the factor of safety above 1.0 the lower the risk that the slope will fail. As a practical matter, and in consideration of the variables and unknowns involved, the risk cannot be reduced to zero. The goal is to reduce the risk of slope failure to a reasonable and acceptable level, with due consideration of the consequences of failure. Global slope stability analyses were performed for the end of construction case, rapid drawdown case, and long-term case for the proposed channel. The soil parameters used in each case are discussed below and were estimated based on the field and laboratory data developed for this investigation. ® End of Construction. The end of construction case models the initial undrained condition of the soil. For this analysis, unconsolidated undrained soil parameters were used. o Long Term. The long-term design case represents steady state piezometric and stress conditions. When embankment is constructed, altered stress conditions create pore pressure changes and the undrained strength of the embankment soils is mobilized. After time, these pore pressures drain and drained shear strength conditions govern the embankment global stability. ® Rapid drawdown Conditions,. The rapid drawdown case models the condition where high flood water saturates and piezometerically "loads" the slope, and then quickly recede leaving a large unbalanced piezometric head in the bank slope. This unbalanced force increases the shear stresses in the bank soils. The water level inside the slope was taken at the planned ground surface. 9.2 Global Slope Stability Results We have performed global slope stability analysis based on 4(H):1(V) cross section. Our calculations indicate that the channel cross sections meet the recommended factors of safety for short term, long term, and rapid drawdown stability. Results of slope stability analysis are presented in Appendix B. Due to the presence of sandy soils, we recommend using soil retention blanket with hydromulch to reduce the erosion potential of these soils. For slopes steeper than 4(H):1(V), we recommend using additional enforcement such as a gabion mattress. 0 10 SITE PREPARATION The site should be cleared, grubbed and stripped of all organic material, soft soils and foreign material within the proposed development area. Stripped areas should be appropriately graded and shaped to prevent ponding of water. Pumping may occur if the site becomes wet. All subgrade soils should be proof rolled prior to placement of fill or concrete. 11 DESIGN REVIEW HVJ Associates, Inc. should review the design and construction plans and specifications prior to release to make certain that the geotechnical recommendations and design criteria presented herein have been properly interpreted. 12 LIMITATIONS This investigation was performed for the exclusive use of Stream Water Group, Inc. for the proposed Loving Avenue Drainage Improvement Project in Fort Worth, Texas. HVJ Associates, Inc. has endeavored to comply with generally accepted geotechnical engineering practice common in the local area. HVJ Associates, Inc. makes no warranty, express or implied. The analyses and recommendations contained in this report are based on data obtained from subsurface exploration, laboratory testing, the project information provided to us and our experience with similar soils and site conditions. The methods used indicate subsurface conditions only at the specific locations where samples were obtained, only at the time they were obtained, and only to the depths penetrated. Samples cannot be relied on to accurately reflect the strata variations that usually exist between sampling locations. Should any subsurface conditions other than those described in our boring logs be encountered, HVJ Associates, Inc. should be immediately notified so that further investigation and supplemental recommendations can be provided. 10 PLATES I�a�fafLsouatsl:t � ' •� �-•�. l ' Y4a1ALl�a So�laraw * t Rt1tl#t Richland HHla I - I iilr{8ry7 �4islf#�I�upuNnril�+"-� i tarcaM Own n - grlK'uo No I } SITE Lnko Wg,. f San:,arn Park Was Jill FoA WrNIh Rlv4rO*ks. 3 Fora rvl,ui: Se1lHtlnrnl ;i�PilYrOrill 5livap# I� y ., -- - .� — � =. 5 wdelvar WIN r Yanit 1 � balwori„Ir1to f ~4t " I � FOrert HIII ' "gacltllviluge ;I I{enTPPdala ff Evvmr Oil � 11 Source: geodata.gov US Maps & Data Source: Geologic Atlas of Texas Dallas Sheet UT Austin Bureau of Economic Geology Approximate Boring Locations A , CJCl� . DATE: 7/11 / 12 LOVI PROJECT NO.: DG-08-V Project: Loving Ave Drainage Boring No.: B-1 Groundwater during drilling: Dry Groundwater after drilling: Dry ELEV, SOIL SYMBOLS DEPTH, SAMPLER SYMBOLS FEET AND FIELD TEST DATA -0 -5 -10 -15 -2D 8-6-5 SPT 4216"-2316" TCP 5011.5"-50111, TCP REC=68%, RQD=17°/u 5011"-5010.5" TCP LOG OF BORING Project No.: DG-08-18500 Drill Date: 5/17/2012 Elevation: Northing: -- Station: -- Easting: -- Offset: -- SOIUROCK CLASSIFICATION LEAN (CL), very stiff, brown, w/limestone fragments ............. FAT CLAY (CH), very stiff, gray and brown .................................. SANDY CLAY (GLS), very stiff, gray and brown, w/limestone fragments ......................................................... SHALE, very hard, gray, wllimestone seams c� � z w SHEAR STRENGTH, TSF v co CD wU a N 0 0.5 1.0 1.5 2.0 Z �O MOISTURE O CONTENT, % PLASTIC LIMIT I . LIQUID LIMIT 10 20 30 40 50 60 70 80 80 89 1116 98 1112 154 —25 Ix 0 Shear Types: ®= Hand Penet. 0 = Torvane ® = Unconf. Comp. CIE = UU Triaxial J_ 0 o See Plate 3 for boring location. PLATE 4 0 J ASSOCIATES U Project: Loving Ave Drainage Boring No.: B-2 Groundwater during drilling: Dry Groundwater after drilling: Dry ELEV. SOIL SYMBOLS DEPTH, SAMPLER SYMBOLS FEET AND FIELD TEST DATA 0 10 15 20 5044 -5015' TCP REC=63%, RQD=32% Project No.. DG-08-18500 Drill Date: 5/17/2012 Elevation: Northing: -- Station: -- Easting: -- Offset: -- i U) LL SHEAR STRENGTH, TSF SOILIROCK CLASSIFICATION 0) o W ° a N } 0.5 1.0 1.5 2.0 z MOISTURE O CONTENT, % PLASTIC LIMIT ILIQUID LIMIT FAT CLAY (CH), stiff to very stiff, gray and brown, wllimestone fragments SHALE, soft to hard, gray -weathered shale at 11'-14' Shear Types: O = Hand Penet. _J O o See Plate 3 for boring location. c� o 10 20 30 40 50 60 70 80 90 95 1102 158 ■ = Torvane ®= Unconf. Comp. X = UU Triaxial PLATE 5 Ay'pj1A.TES n Project: Loving Ave Drainage Boring No.: B-3 Groundwater during drilling: Dry Groundwater after drilling: Dry ELEV. SOIL SYMBOLS DEPTH, SAMPLER SYMBOLS FEET AND FIELD TEST DATA 0 GRAB GRAB 10 GRAB 15 GRAB 20 Drill Date: 5/17/2012 Northing: -- Eastina: -- Project No.: DG-08-18500 Elevation: Station: -- Offset: -- 0 W Z — N SHEAF? STRENGTH, TSF SOUROCK CLASSIFICATION V5o W�, a N } a 0.5 1.0 1.5 2.0 Z MOISTURE O CONTENT, % PLASTIC LIMIT ILIQUID LIMIT .................. ........... FAT CLAY (CH), gray and brown SHALE, gray, w/limestone seams - --'— Shea25r Types: * = Hand Penet. See Plate 3 for boring location. 10 20 30 40 50 60 70 80 90 Wo• = Torvane A = Unconf. Comp. X W UU Triaxial PLATE 6 ASSOCIATES NI Project: Loving Ave Drainage Boring No.: B-4 Groundwater during drilling: Dry Groundwater after drilling: Dry ELEV. SOIL SYMBOLS DEPTH, SAMPLER SYMBOLS FEET AND FIELD TEST DATA 0 5 10 15 GRAB GRAB GRAB GRAB 5010.25" TCP Project No.: DG-08-18500 Drill Date: 5/17/2012 Elevation: Northing: -- Station: -- Easting: -- Offset: -- 0� i W N SHEAR STRENGTH, TSF SOUROCK CLASSIFICATION coC) Z to o W U 6 )K- 0. N } a 0.5 1.0 1.5 2.0 z MOISTURE O CONTENT, % PLASTIC LIMIT 1LIQUID LIMIT LEAN CLAY (CL), brown, wA' Imestone fragments LIMESTOi t very hard, gray 92 77 — 25 Shear Types: ® = Hand Penet. ® = Torvane ®= Unconf. Comp See Plate 3 for boring location. ASSOCiAT[S 10 20 30 40 50 60 70 80 90 CIF = UU Triaxial PLATE 7 Project: Loving Ave Drainage Boring No.: B-5 Groundwater during drilling: Dry Groundwater after drilling: Dry ELEV. SOIL SYMBOLS DEPTH, SAMPLER SYMBOLS FEET AND FIELD TEST DATA LOG OF BORING Project No.: DG-08-18500 Drill Date: 5/17/2012 Elevation: Northing: -- Station: -- Factinn• -- Offset: -- SOIUROCK CLASSIFICATION F-/a LF_AN CLAY (CL), stiff, brown -5 FAT CLAY (CH}, very stiff to hard, gray and brown z r Z u SMEAR STRENGTH, TSP V)o WU d N in0.5 1.0 1.6 2.0 z f7 MOISTURE O CONTENT, % PLASTIC LIMIT I . LIQUID LIMIT 10 20 30 40 0 60 70 80 90 i 96 ° U41511E] 2.6 -10 -15 -20 5015.5"-5015" TCP 5012"-5013.5" TCP REC=95%, RQD=45% 5012.5" TCP ....................................... SHALE, soft to very hard, gray 1r7AIIPA �ff7 152 �25 Shear Types: ® = Hand Penet. ® = Torvane ® = Unconf. Comp. CIE = UU Triaxial See Plate 3 for boring location. PLATE 8 nssoctnrr:s Project: Loving Ave Drainage Boring No.: B-6 Groundwater during drilling: Dry Groundwater after drilling: Dry ELEV. SOIL SYMBOLS DEPTH, SAMPLER SYMBOLS FEET AND FIELD TEST DATA 0 5 25-50/5" SPT 15 11-8-14 SPT 20 Drill Date: 5/17/2012 Northing: -- Fasting: -- Project No.: DG-08-18500 Elevation: Station: -- Offset: -- c� � Z w N SHEAR STRENGTH, TSF SOIL/ROCK CLASSIFICATION W a N a 0.5 1.0 1.5 2.0 0 z MOISTURE O CONTENT, % PLASTIC LIMIT ILIQUID LIMIT .................................................... LEAN CLAY WISAND {CL}, very stiff, gray and brown 10 20 30 40 50 6D 70 80 90 0 ......................................................... SANDY CLAY (CLS), very stiff to hard, gray and brown 30 -w/clayey sand layer at 6' CLAYEY SAND (SC), compact, brown Shear Types: ®= Hand Penet. J_ D o See Plate 3 for boring location. 0 53 44 ® = Torvane ®= Unconf. Comp. X = UU Triaxial PLATE 9 ASSOCIATES SOIL SYMBOLS SAMPLER TYPES Soil Types I Thin Walled Z No Recovery age Shelby Tube Clay Silt Sand Gravel ® Split Barrel Auger Modifiers ® � ° s Liner Tube , Jar Sample w�7 a� Clayey Silty Sandy Cemented Construction Materials WATER LEVEL SYMBOLS __= __ _ nnn l Ra nA S_ Groundwater level determined during drilling operations Asphaltic Stabilized Fill or Portland $ Groundwater level after drilling in Concrete Base Debris Cement open borehole or piezometer Concrete SOIL GRAIN SIZE Particle Size or Sieve Classification Particle Size No. (U.S. Standard) Clay < 0.002 mm < 0.002 mm Silt 0.002 - 0,075 mm 0.002 mm - #200 Sieve Sand 0.075 - 4.75 mm #200 sieve - 44 sieve Gravel 4.75 - 75 mm #4 sieve - 3 in. Cobble 75 - 200 mm 3 in. - 8 in. Boulder > 200 mm > 8 in. DENSITY OF COHESIONLESS SOILS CONSISTENCY OF COHESIVE SOILS Penetration Consistency Undrained Shear Penetration Descriptive Resistance "N" * I Strength (tsfl Resistance "N" Term Blows/Foot(Blows/ft Very Soft 0 - 0.125 < 2 Very Loose 0-4 Soft 0.125 - 0.25 2-4 Loose 4 - 10 Firm 0.25 - 0.5 4-8 Medium Dense 10 - 30 Stiff 0.5 —1.0 8-15 Dense 30 - 50 Very Stiff 1.0 — 2.0 15-30 Very Dense > 50 Hard > 2.0 >30 PENETRATION RESISTANCE # # # Blows required penetrating each of three consecutive 6-inches per ASTM D-1586* 50/4" r 3f more than 50 blows are required, driving is discontinued and penetration at 50 blows is noted (4/6") Texas Cone Penetration blows required penetrating each of two consecutive 6-inches per TEX- 132-E * The N value is taken as the blows required to penetrate the final 12 inches TERMS DESCRIBING SOIL STRUCTURE Slickensided Fracture planes appear polished or Intermixed Sail sample composed of pockets of glossy, sometimes striated different soil type and laminated or Fissured Breaks along definite planes of fracture stratified structure is not evident with little resistance to fracturing Calcareous Having appreciable quantities of calcium Inclusion Small pockets of different soils, such carbonate as small lenses of Sand scattered Ferrous Having appreciable quantities of iron through a mass or clay Parting Inclusion less than 1/4 inch thick Nodule A small mass of irregular shape extending through the sample Seam Inclusion 1/4 inch to 3 inches thick _ 8701 John Caq..kc Bury&A. 250 extending through the sample D�]las, TX 75IA7 214-476-0227 Ph Layer Inclusion greater than 3 inches thick ASSOC{AT[S 2146 B°��� extending through the sample Laminated Soil sample composed of alternating KEY TO TERMS AND SYMBOLS partings of different soil type USED ON BORING LOGS Stratified Soil sample composed of alternating seams or layers of different soil type PROJECT NO.: DRAWING NO.: DG-08-18500 Plate 10A ROCK TYPES SAMPLER TYPES Limestone Shale Weathered — Weathered Limestone 1= jF--1 Shale Highly Dolomite ® Weathered Limestone Sandstone Weathered Sandstone Granite Thin -Walled Rock Core Tube ® Standard Auger Sample Penetration Test THD Cone Bag Sample Penetration Test HARDNESS �1 CONDITIONS SOLUTION AND VOID CONDITIONS Very Soft Can be carved with a knife, broken with ringer pressure, or UCS less than 30 tsf Void Interstice; a general, term for pore space Soft Can be gouged or grooved readily with a knife, or UCS between 30 and too tsf or other openings in rock. Moderately Hard Can be scratched easily with a knife, or UCS between 100 and 250 tsf Hard Can be scratched rarely with a knife, or UCS greater than 250 tsf Cavities Small solutional concavities, Very Hard Cannot be scratched with a knife Vuggy Containing small cavities, usually lined WEATHERING GRADES ®E ROCKMASS (1) with a mineral of different composition from that of the surrounding rock. Slightly Discoloration indicates weathering of rock material Vesicular Containing numerous small, unlined and discontinuity surfaces. cavities, formed by expansion of gas bubbles or steam during solidification of Moderately Less than half of the rock material is decomposed the rock. or disintegrated to a soil. Porous Containing pores, interstices, or other Highly More than half of the rock material is decomposed openings which may or may not or disintegrated to a soil. interconnect. Completely All rock material is decomposed and/or Cavernous Containing cavities or caverns, sometimes disintegrated into soil. The original mass structure quite large. Most frequent in limestones is still largely intact. and dolomites. Residual Soil All rock material is converted to soil. The mass structure and material fabric are destroyed. SPACING Very Close <2" Close 2"-12" Medium Close 12"-3' Wide >3' REFERENCES: JOINT DESCRIPTION INCLINATION Horizontal 0-5 Shallow 5-35 Moderate 35-65 Steep 65-85 Vertical 85-90 (1) British Standard (1981) Code of Practice for Site Investigation, BS 5930. (2) The Bridge Div., Tx. Highway Dept. Foundation Exploration & Design Manual, 2nd Division, revised June, 1974. Information on each boring log is a compilation of subsurface conditions and soil and rock classifications obtained from the field as well as from laboratory testing of samples. Strata have been interpreted by commonly accepted procedures. The stratum lines on the logs may be transitional and approximate in nature. Water level measurements refer only to those observed at the times and places indicated, and may vary with time, geologic condition or construction activity. SURFACES Slickensided Polished, grooved Smooth Planar Irregular Undulating or granular Rough Jagged or pitted BEDDING THICKNESS (2) Very Thick >4' Thick 2'-4' Thin 2"-2- Very Thin 1/2"-2" Laminated 0.08"-1/2" Thinly Laminated ¢0.08" I 8701 Jahn Camanre, Fw y Suite 250 l DAm,TX75247 214G78M27 Ph n55a[ini t5 214470-0=Fax KEY TO TERMS AND SYMBOLS USED ON BORING LOGS PROJECT NO.: DG-08-18500 I DRAWING NO.: Plate 1013 APPENDIX A LABORATORY TEST RESULTS LABORATORY TESTING RESULT'S Borehole Depth Liquid Limit Plastic Limit PI %<#200 Sieve Water Content M Dry Density (pcf) Shear 5 UC (t B-1 0 _ . B-1 1 B-1 1.5 7.3 B-1 2 B-1 3 B-1 3.5 39 16 23 89 15.9 116 1. B-1 6 B-1 6.5 61 17 44 _ 98 17.6 112.2 1. B-1 7 B-1 8 B-1 8.5 18 B-1 18.5 3.1 153.6 6: B-2 1 16 B-2 2 B-2 3 56 18 38 16.6 B-2 4 B-2 5 21.6 B-2 6 B-2 7 20 B-2 8 B-2 9 60 19 41 95 22.5 101.9 0. B-2 10 B-2 19.3 2.7 157.8 3! B-3 5 50 17 33 92 16.2 B-3 10 61 18 43 92 20.9 B-3 15 23.6 B-4 5 45 19 92 18.2 B-4 10 39 15 _26 24 77 14.7 Borehole Depth Liquid limit Plastic Limit PI %<#200 Siege Water Content N Dry Density (pcf) ShearS UC (t B-4 15 15.4 B-5 0 B-5 -1 - B-5 2 48 19 29 96 13.2 B-5 3 B-5 4 52 16 36 94 18.4 114.4 0 B-5 5 B-5 7 60 18 42 97 17.8 112.3 2 B-5 8 - — B-5 9 64 21 43 97 17.7 B-5 13.5 13.6 B-5 16.8 3.5 152.4 7� B-6 0 B-6 1 B-6 1.5 29 13 16 82 5.8 B-6 3 B-6 4 B-6 5.5 25 13 12 30 5.8 B-6 6 B-6 7 B-6 14 B-6 14.5 35 18 17 53 18.9 B-6 19.3 34 15 19 44 20.4 Total 16 16 16 1s 27 8 APPENDIX B SLOPE STABILITY RESULTS f L I £C.1 i JU 140 1 �.0 2.0 110 100 90 80 70 41] 40 30 Date = 8/2/2013 Time = 4:42:30 PM Input Data Goomsuy and Bomitibuy Conditions Pooldow: Loving Avenue Chamtel jLoeig Tomij ---- --- -------�_------'----- f I _---—___L_______L_____--J__—__—_J________!________L____--—-__-_ ! i ! s r r r 1 s r I 1 F r 1 e I 1 L—-.,_-__L_____—_J--_—--_J________!—_______ L_______A- — —__ I ! I -------------- i ! I ! ! I e r f I ! i { 1 1 1 I r I I ! I 1 I 1 I 1 i 1 I ! I 1 ] I � i 1 I r I 1 { I I I I I 1 I I I { k t r J---—--—J—-______r______-_L______-A---—__, 1 I : 1 r [ 1 1 1 I I e I ! s I I I 1 [ 1 1 ! 1 I I I I I 1 1 I I 1 f I 1 1 ! I 1 I { 1 ] s I s I 1 ! I BO L0 $00 120 140 160 1BO 20D 220 (Scale in feet) prorl l� DeflubWSegmentCcordiutes Segincul Nunibcr Left Fxtrerrte 7[ Fl Extreme Y I lkt hl Exhtmc X Right -x-t me.Y Soil Llrider Segment Segment # I (Top) I 50 C— 100 100 I' 100 1 5egmi zit # t (Tour) 100 100 140 0 ;,l Segment # 3 (Ton)v 1 00 I 90 156 F-- 90 I 1 sgpnent # 4 (Top) C 1'5'6 90 — [ 196 I 100 C l Segment # 5 (Top) 19ti r 100 250 I 100 I Scgmuni �� 6 I 50 85 � :�so � �85 � — 2 Soil C+ uallyer Soil # I Soil # 2C Wet Unk I Weight 125 — -135 -- Soil Fropvrties 125 50 - 135 I .8000 Walar 'rcasure Bead Table 0 0 170 150 150 140 1 30 120 110 100 90 EO 70 60 w 40 W RESULTS Geallietry aild 001111sEaiy col1llifiopts NIFblenk: Lovisig +4►repme Chaupiel ILOILg Tens) - VS Id im = -1.085 [ I r I i I 1 1 1 I I 1 1 I I I , r I i I , 1 i I I 1 1 I i I 1 I i , e I 1 [ 1 I 1 1 1 F I [ 1 I, I i 1 �vvv1 1 1 Sul I L-----««J..---___J________i________L—--__-- 1 I 1 I { I I I [ i i 1 I I 1 1 1 � S I l 1 1 1 f I 1 1 , 1 i f 1 1 Bo 60 100 120 AID 160 #Biala in Foot) 160 200 270 240 rq [Factors of -Safety of Tan l5 ML CriliCal Sur&"s Sx rWr, umbgr I Farta r orSof'ety Surface # 1 I 1.885 Surface # 2 1.887 Surface # 3 1.894 Surface # 4 1.9 T Surface # 5 1.906 E Surface # 6 I 1.907 Surface # 7 1.912 Surface # 8 ` 1.913 I- Surface # 9 F—1.917 Surface it 10 11 1.918 7 factor of Sataty Dis (INAlon Wopram -------,-------------- -- 2 3 4 S B Factor of Safety Values 170 160 � SC xL+413 �. D 120 110 1 DC1 >=a7 70 80 150 4a 31.1 STABL for Windows Report Date = 8/2/2023 Time = 4:39:33 PM Input Data Geometry and Dotendary Canditiells Ptoblent: Loving Aveivie Channe.1 jPDD) I I ! 1 [ i f i I 1 1 [ 1 1 f t I I [ t I 1 1 1 F 1 1 ! 1 I 1 1 I ! I 1 1 1 I I f 1 1 i I I I I e I I 1 I [ 1 1 1 I ] 1 -— F 1 f 1 [ [ [ 1 1 I 1 t I I 1 1 1 [ 1 1 i 1 [ YTi J f 1 ----;---- - - - ' - - '----- -� 1 - -r r. -—-——-1-—--—-—J----——-—['-—-—---'——--——-—L—---——-J——-——-—'——-———- L--——---1--—---' I [ 1 1 I 1 I F I 1 1 i I 1 1 t 1 ! I I ! I ] 1 ! 1 ! I 1 f 1 I I 1 I I 1 1 1 1 1 1 i I I f 1 { I I 1 I 1 1 I 1 [ t 1 [ f I T I [ 1 [ I I [ I I 1 6U 80 100 120 '1 CEO 160 180 200 22Q 240 Iscale 1.1 Feet) Profile D fini g Sngmont Coordinatus gagmwt Number Lah' Ktremi: x L,eft Extrcme Y Right Fx trenw X Right Extwwe Y Sail #Jades Segment Segment # ((Ton) 50 100 I 100 F 100 r 1 sugrfl"I # 2 a ) f 100 - — [�T 140 F-90` 7 t Segment # 3 (Top) F140 90 �0 I 156 ; r 90 1 � SCAM=A4 (Top) 116 � � ��' 1 [ Segment # 5 (Top) r 196 F-100 250 100 I 1 I W 8 Soil Properties Wet Unit Satumted Unit cohosive Soil l�+�izrtias r Wei& waighR I lntcmapt Phi (ricg) Sox�F--125 I 1H--IF 50 20 Sail # z 135 V 135 7w 1 0 tin Pmssurr Head ator Table 0 1I 0 0 l 170 160 1'sV 140 1 30 j 120 110 1m 90 w 70 80 SD 40 30 RESULTS G00111Ott y {11111 B0is11 da ry Conofilions Problem: Lavine Avemie Channel jRDDj -fS Mio= -I.267 ...--------II«»«.-——--1-——-——-—!——--—--'——-———-'——-_————I__-—— 1 1 t 1 1 1 I ! I_____--_ I 1 t I 1 t 1 __J_______J________I—_______L_______1______ 1 1 i 1 f I t 1 ! 1 I ______ _______.3________1___«.. .. .. .1. .,..-..----.-____J_______J________1____«___ 1 1 I I 1 1 1 1 l L_______1______ 1 i t 1 1 1 1 1 ! f I I 1 t 1 1 1 ! t 1 1 f I « 1 I i I 1 1 _ 1 i t 1 A 1 i1 I r ———-——-—-—-——-——-—--—-- 1 1 1 I 1 ! I e 1 t I 1 t I 1 1 I 1 ;1 1 1 1 e t 1 t I t I I 1 f 1 1 I 1 F I 1 1 1 1 I I I 1 I I 1 t 1 i 1 1 f 1 1 t I 1 I 1 1 I i t e 1 t 1 i 1 I f I 1 I I 1 1 1 1 1 t t t i A A r 1 I I 1 1 1 I I EU W 1130 '120 140 150 180 2clo 220 240 �ScnEe iix 1=ei:#} i ji 30 IPactors of Safey of Ten Most (:rjtical 5urfai-w- Suri`a= iqumbar FacWr of safety Surface # 1 1.267 jl Surface # 2 1.268 I� Surface # 3 I 1.272 Surface # 4 jl 1.273 Surface # 5 ��� Surface # 6 �� 1.275 1.276 Surface # 7 1.279 Surface # 8 IF 1.282 Surface # 9 1 Surface # 10 1.287 1.29 Fapkcir of Safety DOrhOlaon Hi�Wgram I i I i Y Ir _ _ I _Ir I I 2 3 4 5 Factor of Safety Values GC-4o04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH LOVING AVENUE CULVERT& CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 JU t= a�ai all al.I u ; Qg xg a sou a � t!J- 2 8 y W2W2 gg3' 1551. Z E--sf K=ge IL j1 I I '3htl °JNIAOI r7 V all poK °A�I �! pUY UL�? -anv �rarvad F , � z GC-6m06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY 13LANK CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 ATTACHMENT1A Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise IVIBE SubcontractoM/Supgliers Utilization Form OFFEROR COMPANY NAME: Klutz Construction, LLC Check applicable block to describe Offeror IV MM//DBEU. NON-MIWIDSE PROJECT NAME: Loving Avenue Culver'i and Channel Improvements 6/27/19 BID DATE City's MBE Project Goal: 14 % Offeror's MBE Project Commitment: 1 4.1 % PROJECT NUMBER 00626 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested documentabon, and received by the Purchasing Division no later than 2,00 p.m. On tl7a second City business tray after bid opening, exclosive of bd opening date, Will result in the hid being considered non -responsive to bid specs iratlons. The undersigned Offeror -agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule. condi 4ioned upon execution of a contract with the City of Fort Worth_ The intentional and/or knowing misrepresentation of facts is grounds for cc-iasideration Df disqualification and will result in the bid being considered tarn -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.. Primp contractors rrluat identify by tier level of all subcontractors/suppliers- Tier: means the levei of subcontracting below the prime contractorkonsultant 1,e, a direct payment from the prime contractor to a subcontractor is considered 1*'tier, a payment by a subcontractor to its supplier Is considered 2,,d tier, The prime contractor is responsible to provide proof of payment of aIi tiered subcontractors identified as a MBE and counting 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 glven credit as long as the MBE listed owns and ablates 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 WE credit The MBE may lease trucks from non -MBEs. including owner -operated, but will only receive cmdit for the fees ar d commissions earned by the MSE as outlined in the cease agreement, I:rMW11171R FO *1- W�oRT�i ATTACHMENT1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority 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. SUBCONTRACTORISUPPLIER Company Name Address Telephone/Fax Email Contact Person T i ' NCTRCA N o n E Detail Subcontracting Work Detail Supplies Purchased Dollar Amount M B E W B E Lions Gate Logistics 1 Furnish trucks $18,920.00 2600 Timber Road for hauloff Burleson, Tx. 76028 Mario Martinez ❑ 817-917-0668 Reliant Haulers 1 Furnish Gravel, $44,649.00 P.O. Box 1802 Rock Riprap Decatur, TX 76234 682-888-0882 0 ❑ Lions Gate Logistics 2600 Timber Road 2 Furnish trucks for hauloff $9,000.00 Burleson, Tx. 76028 Mario Martinez ❑ 817-917-0668 GJ Seeding, LLC 1 Furnish and $72,470.00 100 S Burleson Blvd install Sodding, Burleson, Tx. 76028 Gayle Juraschek ❑ fibermulch seeding 817-821-3848 Protex Environmental, 1 Furnish and $7,502.00 LLC install Erosion P.O. Box 15161 Fort Worth, Tx. 76119 ❑ ❑ Control Todd Webster 817-374-4742 Texas Materials Group, furnish and $91,836.00 Inc-JLB Contracting- a install asphalt part of Texas Bit. ❑ ❑ paving Rev. 2/10115 Fof11 H ATTACHMENT IA Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority 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. SUBCONTRACTORISUPPLIER Company Name Address Telephone]Fax Email Contact Person T i NCTRCA N ° n B E Detail Subcontracting Work Detail Supplies Purchased Dollar Amount M B E W B E Woody Contractors 1 Furnish and $545,776.00 650 Tower Drive Install Water Kennedale, Tx. 76060 Troy Woody ❑ and Sanitary Sewer lines 817-483-4787 JBS Fence Company 1 Furnish and $8500.00 549 CR 4840 Install Fences Haslet,Tx.76052 Mark Rutherford , 817-682-0083 Site Solutions 1 Excavations $155,842.00 9324 Sage Villa Dr.#1212 Fort Worth, Tx 76177 Trent Bedford 817.229.5828 Crossroads, L.P. 1 Install Guardrail Furnish and $35,700.00 5012 David Strickland maintain Rd. Fort Worth, Texas ❑ ❑ barricades 817.634.0048 Mark Lewis Cowtown Redi-mix, Inc. 1 Furnish Redi-mix $141,868.00 P.O.Box 162327 Fort Worth, Tx 76161 Concrete 817.454.2371 Max Ulrich CMC Rebar 1 Furnish Rebar $57,615.00 4100 North, 1-35E Waxahachie, Tx 75165 972.938.9500 ❑ ❑ Rodney Scott Rev. 2110/15 Fo ATTACHMENT IA Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status,- i.e., Minority 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. SUBCONTRACTORISUPPLIER Company Name Address Telephone/Fax Email Contact Person T i NCTRCA N ° ° B E Detail Subcontracting Work Detail Supplies Purchased Dollar Amount — M B E W B E Geo-Solutions, Inc 510Fountian Parkway Suite B Grand Prairie, TX. 75050 David Bullock 940-452-3443 1 ❑ ❑ Furnish ACB's Articulating Concrete blocks $752,290.00 � ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ Rev. 2110115 FOR. T `±VORTH Total Dollar Amount of MBE Subcontractors/Suppliers I s 145,039.00 Total Dollar Amount of ton -MBE Subcontractors/Suppliers I s 1,796,929.00 TOTAL DOLLAR AMOUNT OE ALL SUBCONTRACTORS/SUPPLIERS I s 1,941,968.00 ATTACHMENT 1A Page 4 of 4 The Offeror will not make additions, deletions, or substitutions to this certified list without the prior approval of the. Minority and 1 ormen Business Enterprise Office through the submittal of a Reques! fur Approval or CharrgelAddiffor+ fo.r.�_ Any unjustified change or deletion shall be a material breach of contract and may resu t; in debarment in accord with the procedures outllned in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detall explanation is not submitted, it will affect the final compliance 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 MBEs) 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 participa ' in ' wor a period of t1Me,4k0t I than one (1) year. Authonzed Signature Printed Signature Managing Partner Title Contact Name/Title (if different) Klutz Construction, LLC 317-561-5591 317-433-2043 Company Name Telephone and/or Fax PO Box 165 charlie a'kllutwonstruction.com Address E-mail Address Kennedale, TX 76060 June 23, 2019 City/State/Zip Date Rev. 2/10115 ATTACHMENT 1C Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Klutz Construction, LLC Offeror PROJECT NAME: X MNVIDBE NON-MNVIDBE Loving Avenue Culvert and Channel Improvements 6/27/19 BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 14 % 1 4.1 % 00626 If the Offeror did not tweet or axceed the MBE 5uhcontractiag rro.�I for this Project, the Offeror must complete this Iof lit. If the Offeror's method of compliance with the IVIISB 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. Failure to ca'tnplets this form, in its entirety with supporting d'ocun entation, and received by #la'e Purchasing Division no later than 2:00 p.nn, on the second City businass day after bid opening, exclu's11re of bird opening date, will result in the I,id bring considered non -responsive to Wd 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 237110 Water & Sanitary Sewer 332999 Barricades 238910 Excavation 327320 Redi-mix concrete manufacturing and distributing 238990 Fences 238120 Furnish rebar 237310 Metal Beam Guardrail 332312 Furnish rebar 5617310 Asphalt paving 331110 Furnish rebar Erosion Control � Aggregate Rock 561730 Sodding & Hydroseeding 484220 Dump trucking ACB Matting 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. X Yes Date of Listing 5 / 14 / 2019 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? X 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.) X 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 and/or "undeliverable confirmation" documentation may render the GFE non -responsive.) No 6.) 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 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 and/or "undeliverable message" documentation may render the GFE non- responsive.) X No NOTE: The four rnothod!s identified above are acceptable for sotic}ting bids, and each srtrll:ctod method must he applied to the appficablo contract. The Offerar must docrlment 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 be dea—med responsive to the Good Faith Effort requirement. MOTE; The Offeror must contact the en Jre MBE Pst specific to each subcoiltra; Ling aril supplier opportunity to be in compliarrce with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? Yes X No 6.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? X Yes No Rev. 2110115 ATTACHMENT I Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goodslservices specific to their skill set? Yes (if yes, attach all copies of quotations.) X No 10.) Was the contact information on any of the listings not valid? X Yes (if yes, attach the information that was not vaiid in order for the MNVBE 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 necessary, 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. "iMwiwod no quo&MIrinm Iran $ABE Caikw lS ar 3'w,pnr� The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual worts 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 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 MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment IC will be C mz- Authorized using them will be verified by the City's MANBE s Signature Printed signature Managing Partner Title Contact Name and Title (if different) Klutz Construction, LLC 817-561-5591 817-483-2048 Company Name Phone Number Fax Number PO Box 185 charlie@klutzconstruction.com Address Email Address Kennedale, TX 76060 June 28, 2019 City/state/Zip Date Rev. 2110115 GC-6s07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 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 Reclafiner/Pulverizer Operator $ 11.01 Reinforcing Steel Worker $ 16.18 Roller Operator, Asphalt $ 13.08 Roller Operator, Other $ 11.51 Scraper Operator $ 12.96 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 fisted 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 GIB-0160 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH LOVING AVENUE CULVERT & CHANNEL IMPROVEMENTS STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CITY PROJECT NO. 00626 Revised July 1, 2011 CITY OF FORT WORTH WATER DEPARTMENTS UPDATED: 2-29-2012 STANDARD PRODUCTS LIST a ppirdwid Sprr Nu. Cin;ssiCealimp Aladel No. NiLlional Spce Sitar WASTEWATER Manhole Inserts '1 ' E1-14 mi nlwlc 1—i El -la hLriAnk linen E1-14 Manhole Insert Knmson Enremri -s in1111 Winn Vm*-1lry No Row -Inflow Made rpgrder -Plastic M.I,,u nv&ii- l'Wllr Made to Order - Plastic ASTM D 1249 ,SsTM D 1J40 ASTMD 1248 For 24" dia. F%w 34'Ilij. For 24" dia. 09123)96 E1-14 Manhole Insert Southwest.. Pac' &Seals, Inr. LifeSaver-Stainless Sicel For Wilia, 09123M H1-14 Manhole lien Southwestern Packing & Scats, Inc. Tethed-ok - Stainless Siml Far 24" dia Manholes & Bases/Frames & Qovers/RectanVlar Manhole Frames and Covers Western Lon Works, Bass & Has F—ft 1001 24"x40" WD Manhole Frarws and Covers Vulcan Fauniky 6780 24"x40"WD Manholes & Bases/Frames & Covers/Standard (Round) • HI-14 Manhole Frames and 17— Western Lon Works, Bass & Ha F—dy 30D24 24" Dia. E1-14 Manhole Frames and Covers McMialy Iran Wwks Inc. A 24 AM 24" Dia. E1-14 Manhole Frames and Co— Neenah Castiti 24"Die. E1-14 Manhole Frames and Caves V Mean l oundry 1342 ASTM A 48 24" Dia. E1-14 Manhole Frames and Covers Si Ca mtian MH-144N M-14 Manbole Fmtncs and Corers Sigma Corporation MH-143M EI-14 Manhole Frames and Caves Pom-A-Mnussou GTSSTD 24" dia. HI-14 Mmbulc Fmmcs and Cavern Neenah Casting 24"dia. 7f25103 E1-14 Manhole Frartiesand Covers Saine-Gobnin Pi 'n.(Panvexf—) RE32-R8FS 30"Dia. 01/31/06 Ei.14 30"DI MH Riogaod C Hass fordan lma work. V1432-2 and VI 491 Dcsrgus AASHTOM306-04 30" Dia. 11102110 E1-14 30" DI MH Ring and Cover Sigma Corporation M111651FWN & MH16502 30" Dia 07/19/11 El-14 30' DIMH Ring and Cover Star Pip. Products MH32Ff WSS-DC 30" Dia 08/10/11 RI-14 30" DI MH Ring snit Cover Accucast 220700 R—y Difty Mth Gasket Ring M' Dia Manholes & Bases/Frames & CoversfWawr Tight & Pressure Ti"ht B1-14 Manhole Ft— and Coven Pant-A-Mousson Paint' ht 24" Dia. E1-M Manhole Ft— and Covers Neenah Cami. 24" Dia. * E1-14 Manhole Frames end Coves V.1—F—dry 2342 ASTM A 48 24" Dia. E1-14 Manh 1. Frames and Covers Western Iron Wwks,Bass & Ha F—thry 300-24F 24" Dia. EI-14 Manhole Fmines and Covers McKinley Inn Works Inc. WPA24AM 24" Dia. 03f08f00 E1-14 Manhole Frames and Corers Accu-M RC-2100 ASTM A 48 24" Pia- 04/20MI EI-14 Manhole Frames and On— Sera ore Mdasatics Private Ltd. 300-24-23.75 Ringand Co ASTM A 48 24" Dirt Manholes & Bases/New/Components 07123f97 jUmthaue Hydirophilic Walmlop Asahi Kgy, K.K. Adcka Dltaa-Seal P-201 ASTM D2240fD412fD792 04Y26f00 j0ffKt Joint for 4' Dia.. MH Henson Couerae Produces Dra No. 35-OD48-001 04126f00 Fmfile Gasket fw4' Diam, MH. Fre—&M Gasket Ctp. 250-4G Gasket ASTM C-443/C-361 SS MH 1/26)99 HDPH Manhole adjustment Ring Ladl.h, Inc HDPE Adjustment Ring Nan-tmBic area .5113105 h7anholc Gstcan:d Wt1i C..'—CPS .m.---_ WrlpidScal Manhole Fnca Ssdminn S\'sren1 Manholes & Bases/New/Precast Concrete EI-14 Manhole, Precast Concrete Hydro GnndulLC SPL11em049 ASTMC478 48" EI-14 Manhole, Precast Concrete W-N Concrete Pi C- Inc _ ASTM C-443 _ 48' * EI-14 Manhole, Precast 17—te _ `Hanson (fdy Gifford -His) ASTM C 478 48" 041M6M E-14 MH, Sinfle Offset Seal Joint Hanson Type F Vw9 35-0048-001 ASTM C 478 48" Diam MH 09M3196 HI-14 Manhole. Pre act Concrete C—mc Product lne. 48" I.D. Meobole w132" Cone ASTM C 478 48" w/32" cane 091IM 6 EI-14 Mmtholc, Precast CMr Th. Tnrner Con an 48" I.D. Man1 1l f 24" ('floc ASTh4 C 478 4g" 10127M6 EI-14 Mi Wc, l'mcasl Con k 01,1 a ar Precast Inc 48" ID. Manbolc rr124" Cone ASTM C 478 48" Dian— 24" Bing 06/09110 EI-14 Manhole. Precast (Reinforce Pol mer)Cmcrde US Compos!Ie Pipe Reinforced Pot ter Conaete ASTM C-76 48" to 72" Manholes & Bases/New/Fiberplass 1126199 Fiberlass Manhole Fluid CmWrimenk Inc. Fko ite ASTM 3753 Non-mefficama 08130*6 hil-glass Mnnholc L.P. Manufactuain Non-valLcarcu Manholes & Bases/Rehab Systems/Cementitious HI-14 Manhole Rchah S stems Quadex 04123f01 EI-14 Manhole Rehab Systane Standard Cement Materials, Inc. Refiner MSP El-14 Manhole Rehab Systems AP/M Pernsaferm 412Df01 R1-14 Manhole Rehabs stem scan Seal S tams Strong Seal MS2A Rehab System 5112813 EI-14 Manhole Rehab System Pa! -tid lox Technologim MH rcpA, product to slop infrhration ASTM D5813 08/30J06 G—ml Coucrcic Rc rnir F1e Kn w Tcchnaln is Vim1 I'ahcstcr Rcpair lkodurt Mine- Use Manholes & Bases/Rehab Svstems/NonCementitious 05/20196 H1-14 Manhole Rchah Systems Sprtiyraq, s ra Wau Path.-C-ling ASTM D639/D790 E1-14 Manhole Rehab S�yttm Sun Coast 01/31,416 Coating, far Cnrrnsieu Protection Chcnmtan Are 791,.SIUB, S1, S'_ Acrd Rcsiacunv I cs1 ScsvctA ha4inm 8128/2006 Cmin s far Corrosion Protection warren Encit-n—lal S-701 and M-301 Scsvar Appli-W-ns 08130fM CuatineS tin Corrosion pmuction Cimdul SLS-30 Solid, E ax Sc A li-Im Pipe/New/Centrifugally Cast Fiberglass Reinforced Pipe/Polymer Modified Concrete 7121197 Cent. Cast Fibu lass Habas Pip, USA, Inc. Habas Pipe (Nan-Ptcssore) ASTM D3262ID3754 ]0131UO3 Rlowlitc Amitech USA Prepared 2/29/2012 Page 1 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED: 2-29-2012 STANDARD PRODUCTS LIST Apjlrorrll NjFlcl *J , Ummairlir tllah _ M lands mulls M44a NIL NRI1'ap21l Npec 03/22/10 Fiber lass Pi Ancermi Br]pdstrand RPMP Pipe ASTM D32621D3754 4114105 INlyn., Modified Cor,-1a Pic Amiuch I15A Mc cr Pol cretc Pi >c AS I'M C33, A276, l"07 R" to 112 %Class V 06109/10 EI-9 Reinforced Pal mar Can"cee Pipc US Corn osite Pie Rcinfoiccd Polymer C—oxe Pie ASTM C-76 P1DesfNeW/Concrete PI-04 Cone. Pip., Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 * BI-04 Crmc. Pipe. Rainfo=d Hydro Conduit Co oration Class1I1T&G,SPLJt-4n7 ASTMC 76 * B1 04 Icone. Pipe, Reinforced Hanson Concrete Produces SPL Item #95-Manbok, 098- Pipe ASTM C 76 RI-04 1cmu ripe. Reinforced Ca—ac, Pipe & Products Co. Inc. ASTM C 76 Pipes/New/Ductile Iron 21-06 Ductile han Pipe Gruen Pipe Products, Co. Super Bdl-Tim Dactile[ren Pressure Pipe, AWWAC150,C151 3"thm 24" E1 05 D. & Iran Pipe American Dactile Iron Pipc Co. American Faslile Pipe AW WA C150, C151 4", 8" & 10" el-06 Duc111e1mn Pipe U.S. Pipe and Fmndry Co. AWWAC150,C151 E1-06 Duclile[mn Pipe Ww_e Cast 1_ Pipe Co. AWWAC150,C151 P1peVNeW/PVC Lf ressure) 121OVI1 H1-24 DR-] 4 PVC Pressure Pipe Pipelifelela0eam PVC Pressure Pipe AWWA C900 4"tluu 12" Pipes/New/HDPE (Pipe Bursteng/SbW1ning) High -density pblycthyf"rc pipe Phillips Drixoaptpc, 1- O Beare Ductile Pal h ene Pip, ASTMD IM8 S. Hi-d—kypIythy1r.. pip. Plexco Inc. ASTM D 1248 8" ' High -density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8" HiAb dmity polyedLylene pipe CSR H CmduiVPi me systems McConnell Pipc VnI-rgmt ASTM D 1248 Pioes/New/PVC* 11/04198 E1-31 PVC Ccuu aced 5ewer PIK Contech Constmction Products, Inc Cmledl A-2000 Sewer Pipc ASTM F 949 8" tbru 36" E1-31 PVC Cenugmotl Sewer Pie Uprwor I:71 Caan cam ASTM ASTM F 949 24, to M, UN U5104109 E]-3l nu PVC Caatewer ed SPi Dia—d Plaslics Cb mion CORK 2] ASTM F 949 24" to 36" only * EI-25 PVC Sc Pipc Can -Tex, tndustries ASTM D 3034 4" th. 12" EI-25 PVC Sewer Pipe Cerium -Toed Produces C ASTM D 3034 4" Ouu 15" EI-25 PVC Sc— Pipc Napca Manufaetudng Corp ASTM D 3034, V 1784 4" & 8" EI-25 PVC Sewer Pie 3-M Manufaclmin Can ,Inc. ASTM D 3034 4" -15" 12/23197a El-27 PVC Sewer Pie Diamond Plaslics Corporation SDR-26 and SDR-35 ASTM F 789, ASTM D 3034 4" thin 15' BI-27 PVC Sewer Pi a Lamson V lon Npe ASTM F 789 4" tf, 15" El-25 PVC Sewer Pie Exttosion Technolo ies, Inc ASTM D 3034 8", 10" ] 111 I198 EL-28 PVC Sewer Pie Diamond Plastics Car oration "S" Omily Sewer Pipe ASTM F 679 16" to 1.. El INC Sewer Pie J-M Mmufactoring Company, Inc. ASTM F 679 11/12/99 09126f91 EI-29 E100-2 PVC Tmss Pip- C_ anteeh Constmetian Frodnem, Inc Lamson V lon Pip. Cbmech PVC Tmss Pie ASTM D 2680 8" through 15' Closed Profile PVC Pipe _ Carton Vylm H.C. Close Prafrle ASTM F794 18"to 48" 1I117)99 E100-2 Clmcd Pronlc PVC Pipc Diamond Plastics Cnrpomd— ASTM 18031094 18" Io 48" 051061U5 EI-28 PVC ScGd wall Pip, Di:mnm I Na,i o Corp-11 N 46 ASTM F-679 I A" (b 48" 04127M6 11.1-'r_5 PVC Scu'cr Fitli.— k1415 �FVZ:!3 a Mini" P511" TFFMOL rh L iDR-26:,ad.SDR-'35 (::rvkrl filling, C.6Uftiryliiri.kMk6F111hrp ASTM 1),1011-11-I1R4 r_ orldDW14 4". 15"a Pipes/New/Ribbed Open Profile Lugo Diameter 09126191 F.I00-2 PVC Sewn Pi ,Ribbed Lamson V fan Pie Carton V lm H.C. C?md Profile Pipe. ASTM F679 18" to 48" D9/26191 13100-2 PVC Sewer Pi , Ribbed F a.Rion Tcd_?a 'es, Inc. Ultra -Rib O Profile Sevres Pipc ASTM F679 18" to 48" EI GD-2 PVC Sewer Pi , REAM U anbr nI Can pny l I/10110 (EI00-2) Mypropykw (PP) Sewer Pipe, Double WaII Advanced Drainagn Symms (ADS) Sani me lip Double Wall (Carru aced) ASTM F 2736 24"-30" l If10110 (Elm-2) Pol rapykne (PP) Sewer Pipe, Triple Wall Advanced Drainage Systenm (ADS) Smd`Jite HP Triple Wall Pipc ASTM F2764 30" to 60' 05/16111 Steel Rcinfar"d PelyAh lane Pie CanTeeh Construction Products Durmaxx ASTM F 2562 24" to IT' Pipes/RehabfCIPP Cured in Place Pipc Inxitvform Texark, Inc ASTM F 1216 0510.1199 Cmed io Place Pipc National Env'irolech Group National Liner, (SPL) Item 4W27 ASTM F-1216/D.5813 05129196 Cmed iu Place P' e Reynolds Inc/In =Technol (Iuliner USA) Intro" Technology ASTM F 1216 PineslRehab/F'old & Form Fold and Form Pipe Cut[—PipeS stems, Inc MUMS Fold and I— Pip. Insituform Technola im, Inc. [nsiwform "NuPlpe" ASTM F-1504 Fold and Form Pie American pipc & Plastics, Inc. Demo. P.. Only 121041D0 Fold arrd Form Pie Ultmliner Uleralincr PVC Alloy Pipclin" ASTM F-1504, 1871, 1867 06MAB Pofd and Form Pie Mill" Pipeline Co . EX Method ASTM F-I504. F-1947 Up to 18" diameter Pipe Enlargment, System (Method) Plhl System PIM Corporation Poe b lane PIM Carp., Piscata Way, N.J. Approved Pmaimsly McConnell5 terns McLat Construction Poe eth kae Houston, Texas A vW Previmsl TRS S stems T cmchlem Replarrment System Pal th lane Calgary, Canada A proved Preuiousl Pipe Casing Spacers 11AW02 Isted Band Caring Spacers Advanced Prmiucts and Systems, Inc. Carbon Segel SJn—, Model SI 02/02/93 Stain]— Steel Casing Spae" Advanced Produces and Spi-m, Inc. Stainless Steel Spacer, Modes SSI 04/22187 Casing Spacers Cascade Waterworks Manufacluring Caring Spacers 09114110 Stainless Steel Curing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up Io 48" d><2> 09/14110 Coated Steel Casin Spacers Pipeline Seal and Insulntor Coated Sled Casin Spacers Up to 48" <l>Q> 051101 Stainless St.1C sing Spacer Pewerseal 49IOPowerchock Up Io48"<I>Q> Coatings O7J25102Eimxy LidLidng Symtem Sauereiseo, Inc ScwetGard 2IORS LA County #1210-1.33 Prepared 2/2912012 Page 2 CITY OF FORT WORTH WATER DEPARTMENTS UPDATED: 2-2g-2012 STANDARD PRODUCTS LIST APFMVal SPM MP. C1K2WML!$IIoR Monafoo4lrer Mo*I No. Fla 101w SIM. 61M jr, 12114K1! IEPMY Uning System Rinker Materials Ertecb 2030 and 2100 Series 04/14/05 Imerior Ductile Iron Pipe Coaline Indus. PMt.eln 401 ASTl! B-117 Ductile Irmr Pip, only WATER Pipes/Valves & Fittings/Combination Air Release E1-11 Cambioatiou Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A I" & 2" E1-11 Combivation Air Release Valve Muhiples Maaufaorr Ca. Crispin Air and Vacuum Valves, Model No. 112", 1" & 2" El-1l Combination Au Release Valve Valveaod Pruner C.T.APCO4143C, 4145C and4l47C 1", 2" & 3" Pipes/Valves & Fittings/Ductile Iron Fittings 07123N2 RI-07 nuctile Iran Fillings Slav Pipe Products, Inc. Mechanical Joint Fillings AW WACI53 & C110 E1-017 Ductile Iran Fimimgs Griffin Pipe Products, Ca, Mechanical Joint Fillings AWWA C 110 E1-07 Ductile Bon Fittiffy MWar,,Tyler Pipel Union UGbties Division Wulank.] Joint Fittings, SSB Class 350 AWWA C 153, C 110, C I11 05114198 E1-07 Ductile Iron Fittings Uni-Plange Series 1500 Circle Lack Pipe Restraints O81IME PI-177 MI Fitt- Sigma, Co. Class 350 C-153 M] Fillings AWWA C153 05)14f98 El-07 Ductile Iron Joint Restraints Ford Meter Box Co. Uni-Flange Series 150n Cirele-Lack AWWACIIIiC153 4"1012" 11109M4 11"7 Duct0e Iranloint Restraints One Bolt, Inc. One Bolt Resrained Joint Fitting AW WACI I IIC1161CI53 4" to 12" 02r29f12 334141 Dud0e Boo Pip,Mechanical Joint Restraint EBAA bon, Inc. Megalug Series 1100 (fur DI Pipe) AWWA Cl l I/C116IC153 4" to 42" 02129112 33-I 1-I i PVC Pipe Mechanical Joint Restraint EBAA.Ircn, Inc. Megalug Series 2000 (for PVC Pipe) AW WA Cl ll/C116fC153 08105/04 El-07 IMech.okal Mint Retainer Glands S' ma, Co. Sigma One-Lok Mechanical Joint Restrainer AWWACII1/C153 4"11" I(Pfl2l10 EI-24 Interior Restrained Joint System S & B Teehnmal Products Buudag System (Diamond Lk 21 & JM Fagle Los, 900) ASTM F-1624 4" Io 12" 08f161(16 bi 07 M"lemi-I Joint Filling~ SJI'Jndoxtrirs Mmhunical Jninl Fillings AWWA C153 4"In 24" Pipes alves & Fittings/Resilient Seated Gate Valve* Resilient Wed ed Gate Valve wlno Gears American Flow Control Series 25GO Drawing 994-20247 16" IMM02 Rai Iiom Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31f99 Resilient Wedge Gate Valve American Flow Central Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" 051109 Resilient Wedge Gate Valve American Flaw Control Series 2516 SD 94-2WA7) AWWAC515 16" 10/2.4100 EI-26 ResilieutW slime Valve American Flaw Control Series 250n AWWAC509 4" to 12" OW05/04 Resilient Wedge Gale Valve American Fbw Comm] 42" and 48" AFC 2500 AW WA C515 42" and 48" OSJ23191 EI-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Scadcd GV AWWA C509 4" to 12" O1/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" sad smaller * E1-26 Rwilipn Scaled Gate Valve Kennedy 4"-)2" El-26 Resilient Seated Gate Valve M&H 4" - 12" E1-26 Resilient Seated Gate Valve Mueller Ca 9" - 12" 11/08199 Resilient Wedge Gate Vaivc Mueuer Co. Series A2361 (SD 6647) AW WA C515 l6" 01/23f03 Reailiml Wedge Gale Valve Mucllcr Co. Series A2360 far 18"-24" (SD 6709) AWWA C515 M, and smaller 05113N_5 Resilicrn Wrdge Gate Vulva Mueller Co. Mucllcr 30" & 16", C-515 AWWA C515 30"and 16" 0113U06 Resilient W,Jg, Gate V.I- Mueller Ca Mueller 42"&.43",C-515 AWWA C515 42"and 48" 61MA8 EI-26 Rmillcm WMgc Gatc Valve Clew Valve Co. AWWA C509 4" - 12" IMM194 Resilient w e Gate Valve Clow Valve Ca. 16" RS GV (SD D-20995) AWWA C515 16' JIMM El-26 lResificni Wedge Gate Valve Clow Valve Co. Clow RWValve(SDD-21652) AWWACSM 24"and smaller 44AW94 Re &astt� Note<3> O6f21110 Resilient Wed a Gate Valve Clow Valve Co. Clow Valve M.Iol 2638 AWWA C515 30" to 48" 05/0801 E1-26 Resiliem Seated Gar. Vd- St.&Ivrm Valves&Fittings AWWAC5a9, AN514Zf1-srert4 servo 4"-12" E1-26 r—diem Seated Gate Valve US. Pipe and Foundry Cm Me"..] 250. requirements SPL074 3" fa 16" Pipes/Valves & Fittings/Rubber Seated Butterfly Valve EI-30 Rubber Sealed Bmt.,fly Valve HenryPrall Co. AWWA C-504 24" El-30 Ruhher Seated Buttetfly V.IVe Mueller Ca. AWWA C-5o4 24' f111l99 E1-30 Rubber Seated Butterfly Valve D-urik Valves Co. AWWAC-504 24"and 06/12103 E1-30 Val —lie American Bufterfl Valve valm.d. Valveand Mamifod-i.g Corp. Valmatic Amercan Butterfly Vane. AWWA C-504 Up to 84" diameter 04f06/07 El-30 Rubber Seated Butterfly Val- M&H Valve M&H SI le 4500 & 1450 AWWA C-504 24" to48" amp m 3112496 Water sampling Station Wafer Plus B20 W.I., Snphy,Station Dry Barrel Fire Hydrants 10/01/87 E-1-12 Dry Barrel Plrc Hydrant Amcriran-Dart' Valve Drawing Nos. 90-18698, 94-18560 AWWA C-502 0313188 E-1-12 Dry Barrel Fire H ant American Dad' Valve Shp Dr —kg No. 94-18791 AWWA C-502 09f30187 E-1-12 Dry Barrel r- Hydramt c1mv coarmation Shop Drawing No, D-19895 AWWAC-502 01112193 EI-12 Dry Barrel FireJldnnt Amedean AVICCompa_ny Clow C ration Model MI) _AWWA C-502 OW4188 F.1-12 D Barrel Fire H dram Drawings D20435, D20436, 1120506 AWWA C-502 E.1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Strap Drawing No. D40783FW AWWA C-502 ERA/87 E-I-12 D Barrel Fire Hydrant M&HVaIwC.,p-y Shop Drawing No. 13476 AWWA C-502 I011IU87 E-1-12 D Band FirelIdmnt Mucllcr Cam y Shop Drawings No. 6461 A-423Centurian AWWA C-502 01/15/89 EI-12 Dy Barrel Fi. HydumL Mueller Company Strop Drawing FH-I2 A-423 Super Centurion 200 AWWA C-502 10/09167 +U1-12 Ury Barrel Pirc Hydrant U.S. Pipe &Foundry Sh Dmwio Na.960250 AWWA C-502 09I16187 E-1-12 D Barrel Fin not w.t.-s emawarty Shop Davdng No. SK740903 AWWA C-502 stet Dpurtenances 081(18/02 BVISA Plastic Meter Boxes EMLJoWan Iron Works, Inc. Meter Box (Plastic) w1 Ct lid Class A. B. C 08/28M Double &ra Saddle Smith Blair 0317 Coated Double Strap Saddle 01126M SS Tapping Saddle JCM Industries, Inc. i1406 Double Band SS Saddle 1" m 12" fa s 01130/01 Ta i Saddle JCM Industries, Inc. #4f15 Coaled Tapping Saddle I" to IT' laps 05l10111 Ta ing Sleeve (Stainless SI-1) Pawcrscal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02129112 33-12-25 ITapping Slmve Coated Steel) Romne FTS 240 AWWA C-223 U to 42" w/24" Oul 02129f12 33-12-25 [Tapping Sleeve Slainleas Steel Romac SST Stainless Stccl AWWA C-223 I Up to 24"w12t2"Out Prepared 2/29/2012 Page 3 CITY OF FORT WORTH WATER DEPARTMENT'S UPDATED: 2-29-2012 STANDARD PRODUCTS LIST � Apprmul Sg.wNl N C.ltiarsifkNtwn Milmlimlilrer mma NfK K ilenni Nprf i ki 02f29112 33-12-25 JT.pring Slm- (Seamless Slecl) Romac SST M Sta 1."Strcl AWWA C-223 Up to 30- vi?M" Out 05/10/11 loin[ air Cla,np Po—eal 3232 Bell Joint Re sir Clam 4" In 30" 08/28106 Plastic Moor Boa wC1 Lid ACCCCAST Cass "A" Plastic 13na nd C:1 i.id On, "A" 09j3Wv, Plastic Mncr Bna nI Flasfic Lid DFW Plastics hm. Clay_["A" Plastic Box w1 Plastic Lid Class "A" Polvathylene Encasement 0511 X5 F1-13 Pol cahvlcnc Lne n—o Fl—N Packa kg Foil-Enmp,iscs AWWA CID5 Slnil 1-1D 05J12105 131-13 Polydhvlenc Encas—il Muuotain Stetcy J'tishes NSP)and AEP]nd. Stmdard F."l"erc AWWA CIO 8mil LLD 0511 M5 E1-13 Fnlyodrvlcoc }jnca.nncnl ALP lndustrin B111111 on IlCextoasi Bnit & C3:¢fet AWWA C105 8 it LLD -- 02105193 B101-5 Dctcctor Check Meter Atnes Ca an Model 1000 Detrctur Check Valve AR'WA CSSD 4"-l0" OB70 O etic Drin Vcrltcal Turl'r. Hesse Man k Drive Venial AWWA C701, Class l 314" - 6" NOT1S T From Ori mal Standard Products fast <1> Carrier Pipe I.D. Q> Above 48" Appmed on cm by we basis G3> product suspended 1-5-2-12 epaz men u es mt ve op mrmu esu ttu a revrew o pr u s w : met e n er pe© ma ens unng u t t y cons rut ton peel n c into Specifications fm Wp ipc pmduuls, are inclnded as part ofthe Caaslruclioa Contract Documenlx, the requiremenla of the Technical Specirmatiau will override the Forl Worth Water Department's Slaodard Specifications and the Fart Worth Water Depart—i's Standard Products List and app—I of the spxtfte produces" will he howl on the requirements of the Technical Specification whetter or nor the specihc producl meels the Fart Worth Water 1lepmmteni's Standard specifications or is on the Fort Worth Water Deparmtent's Standard Produces List. Prepared 2/2912012 Page 4 �i \ )� ƒ « 2 % / ] ; 2 � /2 f I� %\ #? � Q7 {. 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A: F4 PG P. i4 i4 Vi Vi N o M M M o 0 M M M M M M 0 M M 0 0 M V M M 0 V M 2 M Q 7 7 tp M M M G �p M Q 5p M } i r 9 61 io vKFl � � `i � R .TOS p�p � 'C � � � � 7 ..�y� � y aj '�C � `p 'N � � � ^� r`� � F� ¢� a0 � �^ � � � •9� J-N � � � ;r W 'T � �i ;^ a0 � 'Ti � � T � 'T V] • Imo-. � � 0a5f I-� -1< 0. �� w m 0 o �0 0 0 a a0 Q Q Q Q 6 Q 4 a a n In m Eh Eh jn O p O O 99 00 00 ARTICULATING CONCRETE BLOCK (ACB) SYSTEM SPECIFICATIONS — TAPERED SERIES ARMORFLEXO GENERAL Scope of Work The contractor shall furnish all labor, materials, equipment, and incidentals required for, and perform all operations in connection with, the installation of the ArmorFlex�' Articulating Concrete Block (ACB) system in accordance with the lines, grades, design and dimensions shown on the Contract Drawings and as specified herein. Submittal The Contractor shall submit to the Engineer of Record (EOR) evidence of full-scale hydraulic testing in accordance with ASTM D-7277, and if necessary, Factor of Safety (FoS) calculations in support of the proposed ACB system stamped and signed by a Professional Engineer licensed to practice in the state where the project is located. The Contractor shall also submit to the FOR an appropriate geotextile, selected for the site being protected on the basis of the gradation and permeability of the surface soils, which information shall have been provided by the FOR or the designated geotechnical engineer. The Contractor shall furnish manufacturer's certificates of compliance for ACB/mats, revetment cable, geotextile, and any revetment cable fittings and connectors. The Contractor shall also furnish the manufacturer's specifications, Iiterature, preliminary shop drawings for the layout of the mats, installation and safety instructions, and any recommendations, if applicable, that are specifically related to the project. If a color has been specified for the block, the Contractor shall submit a color chart indicating the specified standard color. The Tapered Series Armorflex is considered a system composed of a site specific geotextile placed on a properly compacted subgrade. This geotextile is overlaid with a 4" to 6" thick layer of crushed, angular, free -draining stone having a maximum equivalent diameter no greater than 1.5" and being free of fines, followed by a layer of geogrid. The geogrid apertures will be sized smaller than the D50 of the specified crushed stone. The tapered blocks are then placed upon the geogrid. Specifications of the geogrid and geotextile are found in Part 3 of this document. Alternative materials from qualified suppliers may be considered; to qualify, proposed alternative suppliers must own and operate their own manufacturing facility, and shall directly employ a minimum of five (5) registered Professional Engineers. Full documentation consistent with the foregoing must be submitted in writing to the FOR a minimum of twenty (20) business days prior to bid date, and must be pre -approved in writing as an addendum to the bid documents and drawings by the FOR at least ten (10) business days prior to bid date. Submittal packages must also include, as a minimum, the following: 1. Evidence of satisfactory full-scale laboratory testing in accordance with ASTM D 7277, Standard Test Method for Performance Testing of Articulating Concrete Block (ACB) Revetment Systems for Hydraulic Stability in Open Channel Flow, performed on behalf the submitting manufacturer on a qualifying test flume of sufficient length for the test flows to achieve normal depth in all cases, and associated engineered calculations quantifying the FoS Page 1 of 12 99 00 00 of the proposed ACB system under the design conditions of the specific project, stamped and signed by a registered Professional Engineer residing in and licensed to practice in the state where the project is located; 2. A list of 5 comparable projects, in terms of size and applications, in the United States, where the satisfactory performance of the specific alternate ACB system can be verified after a minimum of five (5) years of service life; 3. Information about, or certifications of, all materials associated with the ACB system as detailed above, including (but not limited to) cable, fittings, geotextile, and any other materials required for satisfactory installation in accordance with ASTM D 6884, Standard Practice for Installation of Articulating Concrete Block (ACB) Revetment Systems; 4. The names and contact information (phone numbers and e-mail addresses, at a minimum) for the suppliers' representatives, for technical, production or logistics questions, at least one of whom must reside in the state where the project is located. PRODUCT General All ACB mats shall be prefabricated as an assembly of concrete blocks having specific hydraulic capacities, and laced with revetment cables. The ACB system may also be assembled on -site by hand -placing the individual units either with or without subsequent insertion of cables. Individual units in the system shall be staggered and interlocked for enhanced stability. The mats shall be constructed of open cell units only as shown on the contract drawings. The open cell units have two (2) vertical openings of rectangular cross section with sufficient wall thickness to resist breakage during shipping and installation. The open cell units have an open area of 18-23% as measured from the base of the mat. Parallel strands of cable shall extend through two (2) cable ducts in each block allowing for longitudinal binding of the units within the mat and subsequent ability of the blocks to move freely along the cable. Each row of units shall be laterally offset by one-half of a block width from the adjacent row so that any given block is cabled to four other blocks (two in the row above and two in the row below). Each block shall incorporate interlocking surfaces that minimize lateral displacement of the blocks within the mats when they are lifted by the longitudinal revetment cables. The interlocking surfaces must not protrude beyond the perimeter of the blocks to such an extent that they reduce the flexibility or articulation capability of the cellular mats or become damaged or broken when the mats are lifted during shipment or placement. Once the mats are in place, the interlocking surfaces shall minimize the lateral displacement of the blocks even if the cables should become damaged or removed. The mats must be able to flex a minimum of 18' between any given row or column of blocks in the uplift direction and a minimum of 45' in the downward direction. The cables inserted into the mats shall form lifting loops at one end of the mat with the corresponding cable ends spliced together to form a lifting loop at the other end of the mat. The FOR shall approve appropriate sleeves for use in order to splice the lifting loop. The cables shall be inserted after sufficient time has been allowed for the concrete to complete the curing process. Page 2 of 12 99 00 00 Under no circumstances shall a filter fabric be permanently affixed or otherwise adhered to the blocks or mats; i.e., any filter fabric shall be independent of the block system. Certification (Open -Channel Flow): ACB mats will only be accepted when accompanied by documented hydraulic performance characteristics that are derived from tests under controlled flow conditions. Testing shall conform to ASTM D 7277, Standard Test Method for Performance Testing of Articulating Concrete Block (ACB) Revetment Systems for Hydraulic Stability in Opera Channel Flow, as amended and updated. Note that all hydraulic performance testing shall be performed in a 2HA V flume, and that the tested length be long enough that the test flows achieve normal depth in all cases. Analysis and interpretation of the test data shall conform to the guidance contained in ASTM D 7276, Standard Guide for Analysis and Interpretation of Test Data for Articulating Concrete Block (ACB) Revetment Systems in Open Channel Flow, as amended and updated. Performance (Open -Channel Flow): The design of the ACB mats shall be in accordance with the Factor -of -Safely design methodology as described in "Erosion and Sedimentation" by Pierre Julien, Cambridge University Press, Second Ed. 2010. The minimum designed safety factor shall be 1.5 by utilizing the following equation. SF = (02 / 4,) aB) l W - ae2)0.5 cos p + T, (52 / 51) + (53 Fd. cos S + 54 Fl) / 5,W,) > 1.5 where 51, 52, s3, & 54 are geometric properties of the block, ae, p, & 6 are angles characteristic of the site and application, �1 is the stability number for a sloped surface, Fd & F, are the drag and lift forces, respectively, and Ws is the submerged weight of the block. ArmorFlex block geometric parameters are available upon request. The analysis shall be performed based upon the stability of the ACBs due to gravity forces alone, neglecting conservative forces added by cabling, mechanical anchorage, contact with adjacent blocks, or other restraints not attributable to gravity based forces. The analysis must be in accordance with ASTM D 6884, Standard Practice for Installation of Articulating Concrete Block (ACB) Revetment Systems. In order to analyze the performance of the unit, the hydraulic information listed below is required: ACB HYDRAULIC INFORMATION Design Volumetric FIow Rate ft3/sec Minimum Shear Stress lb/ftZ ed Channel Friction or Bed Slope ft/ft 3�aclf by R Channel Side Slopes H:1V) Channel Bottom Width ft Allowable Unit Protrusion in 0.0 Page 3 of 12 99 00 00 Articulating Concrete Blocks Scope: This specification covers ACB mats used for general erosion control, spillway armoring, steep channel armoring, channel protection and other high -velocity applications. Concrete units covered by this specification are made from lightweight or normal weight aggregates, or both. The values stated in U.S. customary units are to be regarded as the standard. Materials: Cementitious Materials - Materials shall conform to the following applicable ASTM specifications: 1. Portland Cements - Specification C 150, for Portland Cement. 2. Blended Cements - Specification C 595, for Blended Hydraulic Cements. 3. Hydrated Lime Types - Specification C 207, for Hydrated Lime Types. 4. Pozzolans - Specification C 618, for Fly Ash and Raw or Calcined Natural Pozzolans for use in Portland Cement Concrete. 5. Aggregates — Specification C 33, for Concrete Aggregates, except that grading requirements shall not necessarily apply. Casting: The ACB units shall be produced using a dry cast method. Dry cast units obtain strength more quickly than wet cast blocks, and will also achieve a greater uniformity of quality and greater durability. Physical Requirements: At the time of delivery to the work site, the ACB units shall conform to the physical requirements prescribed in Table 2 listed below. PHYSICAL REQUIREMENTS Compressive Strength Net Area Water Absorption Min. p.s.i (mPa) Max, lb/ft3 k /m3 Avg. of 3 units Individual Unit Avg. of 3 units Individual Unit 4,000 (27.6) 3,500 (24.1) 9.1(160) 11.7 (192) Units will be sampled and tested in accordance with ASTM D 6684, Standard Specification for Materials and Manufacture of Articulating Concrete Block (ACB) Revetment Systems. Visual Inspection: All units shall be sound and free of defects which would interfere with the proper placement of the unit, or which would impair the performance of the system. Surface cracks incidental to the usual methods of manufacture, or surface chipping resulting from customary methods of handling in shipment and delivery, shall not be deemed grounds for rejection. Cracks exceeding 0.25" (.60 cm) in width and/or 1.0" (2.5 cm) in depth, or chipping resulting in a weight loss exceeding 10% of the average weight of a concrete unit, shall be deemed grounds for rejection. Blocks rejected prior to delivery from the point of manufacture shall be replaced at the manufacturer's expense. Blocks rejected at the job site shall be repaired with structural grout or replaced upon request at the expense of the contractor. Sampling and Testing: The purchaser (or their authorized representative) shall be accorded access to the relevant manufacturing facility or facilities, if desired, in order to inspect and/or sample the Page 4 of 12 99 00 00 ACB units from lots ready for delivery prior to release for delivery to the job site. Such inspections are at the sole expense of the requesting entity. Field installation shall be consistent with the way the system was installed in preparation for hydraulic testing pursuant to ASTM D 7277, Standard Test Method for Performance Testing of Articulating Concrete Block (ACB) Revetment Systems for Hydraulic Stability in Open Channel Flow. Any external restraints, anchors, or other ancillary components (such as synthetic drainage mediums) shall be employed as they were during testing; e.g., if the hydraulic testing installation utilized a drainage layer, then the field installation must also utilize a drainage layer. This does not preclude the use of other section components for other purposes, e.g., a geogrid for strengthening the subgrade for vehicular loading, or an intermediate filter Iayer of sand to protect very fine- grained native soils. Hydraulic testing shall be conducted on the thinnest block in a "family" of similar blocks (i.e., same footprint but different thicknesses), with the tested critical shear value then converted to a critical shear at 0° before extrapolation to thicker blocks within the same family. Such extrapolation may not be made from a thicker block to a thinner block. The extrapolation method is detailed in the National Concrete Masonry Association (NCMA) "Design Manual for Articulated Concrete Block (ACB) Revetment Systems", section 4.2. Purchaser may request additional testing other than that provided by the manufacturer as needed. Such requested testing will extend any stated lead times for manufacturing and delivery, if the results of such testing are a prerequisite to approval (i.e., approval for release to manufacturing). Costs associated with such testing shall be borne by the purchaser. Manufacturer Cellular concrete blocks shall be Tapered Series ARMORFLEXO as manufactured and sold by: ARMORTEC; A CONTECH COMPANY 9025 Center Point Dr. Suite 400 West Chester, OH 45069 Phone: (513) 645-7000 Fax: (513) 645-7993 URL: http://www.cotiteches.com/Products/Erosion-Control/Hard-Armor/Armor_Flex The ARMORFLEX® cellular concrete blocks shall have the following characteristics: MIN. BLOCK BLOCK SIZE OPEN WEIGHT CLASS TYPE AREA Lbs. z Lbs.1ft Length, Width, Height, o �O in. in. in. 40T Open 58.1 32.8 17.4 15.5 4.0 20 50T Open 75.4 42.6 17.4 15.5 6.0 20 60T Open 93.4 52.8 17.4 15.5 7.5 20 70T Open 109 61.6 17.4 15.5 8.5 20 Page 5 of 12 99 00 00 Revetment Cable and Fittings Option 1. Polyester Revetment Cable and Fittings: Revetment cable shall be constructed of high tenacity, low elongating, and continuous filament polyester fibers. Cable shall consist of a core construction comprised of parallel fibers contained within an outer jacket or cover. The size of the revetment cable shall be selected such that the minimum acceptable strength is at least five (5) times that required for lifting of the mats, in accordance with ASTM D-6684 paragraph 5.5.2. Elongation requirements specified below are based upon stabilized new, dry cable. Stabilization refers z to a process in which the cable is cycled fifty (50) times between a load corresponding to 200D and a load equal to 10%, 20% or 30% of the cable's approximate average breaking strength. Relevant elongation values are as shown in the table below. The tolerance on these values is + 5%. ELASTIC ELONGATION at Percentage of Break Strength 10% 20% 30% 0.6 1.4 2.2 The revetment cable shall exhibit resistance to most concentrated acids, alkalis and solvents. Cable shall be impervious to rot, mildew and degradation associated with marine organisms. The materials used in the construction of the cable shall not be affected by continuous immersion in fresh or salt water. Selection of cable and fittings shall be made in a manner that insures a safe design factor for mats being lifted from both ends, thereby forming a catenary. Consideration shall be taken for the bending of the cables around hooks or pins during lifting. Fittings such as sleeves and stops shall be aluminum and washers shall be plastic unless otherwise shown on the Contract Drawings. Option 2. Galvanized Steel Revetment Cable and Fittings: Revetment cable shall be constructed of preformed galvanized aircraft cable (GAC). The cables shall be made from individual wires and strands that have been formed during the manufacture into the shape they have in finished cable. Cable shall consist of a core construction comprised of seven (7) wires wrapped within seven (7) or nineteen (19) wire strands. The size of the revetment cable shall be selected such that the minimum acceptable strength is at least five (5) times that required for lifting of the mats. The revetment cable shall exhibit resistance to mild concentrations of acids, alkalis, and solvents. Fittings such as sleeves and stops shall be aluminum, and the washers shall be galvanized steel or plastic. Furthermore, depending on material availability, the cable type (70 or 7x19) can be interchanged while always ensuring the required factor of safety for the cable. Selection of cable and fittings shall be made in a manner that insures a safe design factor for mats being lifted from both ends, thereby forming a catenary. Consideration shall be taken for the bending of the cables around hooks or pins during lifting. Revetment cable splicing fittings shall be selected so that the resultant splice shall provide a minimum of 75% of the minimum rated cable strength. Page 6 of 12 99 00 00 Page 7 of 12 99 00 00 Anchors The specifying FOR may require, at his/her discretion, permanent anchoring of the mats, e.g., by the use of ancillary earth anchors or attachment to other structures using the lifting cable loops, or through the open cells of an open -cell block. The design of the ArmorFlex system is intended to provide hydraulic stability without the use of such anchors; consequently, any such anchor design shall be by others as approved by the EOR. Filter Fabric The geotextile filter shall meet the minimum physical requirements listed in Table No. 3 of these Specifications. Consultation with the manufacturer is recommended; the standard for sizing geotextile for these applications is AASHTO M-288, Permanent Erosion Control. Either woven or nonwoven geotextile are acceptable, as long as they meet the other project requirements. The geotextile must be permitted to function properly by allowing relief of hydrostatic pressure; therefore fine soil particles shall not be allowed to clog the filter fabric. The geotextile fiber shall consist of a long -chain synthetic polymer composed of at least 85 percent by weight of propylene, ethylene, ester, or amide, and shall contain stabilizers and/or inhibitors added to the base plastic, if necessary, to make the filaments resistant to deterioration due to ultraviolet and heat exposure. The edges of the geotextile shall be finished to prevent the outer fiber from pulling away from the geotextile. The Contractor shall furnish manufacturer's certified test results to the EOR, showing actual test values obtained when the physical properties are tested for compliance with the specifications. During all periods of shipment and storage, the filter fabric shall be protected from direct sunlight, UV radiation, and temperatures greater than 140°F. To the extent possible, the fabric shall be maintained wrapped in its protective covering. The geotextile shall not be exposed to sunlight or UV radiation until the installation process begins. PHYSICAL REQUIREMENTS Physical Property Test Procedure Minimum Value Grab Tensile Strength Una ed Geotextile) ASTM D4632 IA WAASHTO M288 Class 2 Breaking Elongation Una ed Geotextile ASTM D4632 50% max. in any principal direction Burst Strength ASTM D3786 IAWAASHTO M288 Class 2 Puncture Strength ASTM D4833 IAWAASHTO M288 Class 2 A.O.S., U.S. Std. Sieve ASTM D4751 ,5pecffiled by FOR Permittivitv ASTM D4491 Final acceptance of the filtration geotextile must be made by the FOR based on project specific soil information. Soil characteristics such as grain size distribution, permeability, and plasticity shall be determined for every 200,000 square feet of geotextile installed or for each source of borrow material used during construction. Significant differences in soil characteristics may Page 8 or 12 99 00 00 require the performance of further sieve and possible hydrometer testing at the discretion of the EOR. The locations for which the material to be tested is extracted shall be approved by the EOR. The Contractor shall provide the site -specific soil and modified proctor curves for the site soil, at his own expense, to the manufacturer. AIso, the contractor shall be responsible for the performance of the test by a certified independent laboratory experienced in performing such test. The test shall be performed under the actual field soil conditions or as otherwise required by the EOR. At the time of installation, the filter fabric shall be rejected if it has been removed from its protective cover for over 72 hours or has defects, tears, punctures, flow deterioration, or damage incurred during manufacture, transportation or storage. With the acceptance of the EOR, placing a filter fabric patch over the damaged area prior to placing the mats shall repair a torn or punctured section of fabric. The patch shall be large enough to overlap a minimum of three (3) feet in all directions. Size of ACB Mats General: The concrete blocks, cables and fittings shall be fabricated at the manufacturer or another approved location into mats with a width of up to eight (8) feet and a length up to forty (40) feet, which is approved by the EOR. The maximum mat Iength may be shorter for heavier blocks. Mat Length: The ACB mats shall have the ability for fabrication in various lengths, widths, and in combinations of length and/or widths. Special mats are a combination of two opposing dimensions either in the longitudinal or transverse direction of the mats. The special mats are available in various dimensions that allow for a custom fit to a site -specific project. Obstructions, such as manholes, pipe outfalls, or other fixed structures, will be accommodated to the extent that accurate information is provided about them prior to the preparation of mat layout drawings. Geo rid The geogrid shall be Tensar or an approved equal meeting the following specifications: Description: The geogrid shall be a regular grid structure of polymeric material and shall have aperture geometry, rib and junction cross -sections sufficient to permit significant mechanical interlock and retain the underlying material. The geogrid shall impart a) high resistance to loss of load capacity or structural integrity when the geogrid is subjected to mechanical stress during installation, b) high resistance to deformation when the geogrid is subjected to applied force in use, and c) high resistance to loss of load capacity or structural integrity when the geogrid is subjected to all forms of ultraviolet, biological or chemical degradation normally encountered in earthwork construction. Construction Requirements: All areas immediately beneath the installation area for the geogrid shall be prepared properly as shown on the plans, as specified, or as directed by the Engineer. The geogrid shall be installed in accordance with the manufacturer's recommendations. Only that amount of geogrid required for immediately pending work shall be placed to prevent undue exposure or damage to the geogrid. The geogrid shall be placed taut prior to concrete block placement. After a layer of geogrid has been placed, suitable means shall be used to anchor the geogrid in position until the concrete blocks can be placed. Adjacent rolls of geogrid shall be overlapped by 12 inches minimum. Page 9 of 12 99 00 00 Measurement and Payment: This item of work shall be measured and paid for by the square yard, completed in place. No allowances shall be made for overlap, splices or material cut off or wasted. Payment for geogrid shall include furnishing the material, labor and equipment required to furnish, place and anchor the geogrid, and any hand work necessary to establish grades, make geogrid splices and repairs to protective coatings. FOUNDATION PREPARATION, GEOTEXTILE AND MAT PLACEMENT Suberade Preparation General: All subgrade preparation shall be performed in accordance with ASTMD 6884, Standard Practice for Installation of Articulating Concrete Block (ACB) Revetment Systems, as updated and amended. Grading: The slope shall be graded to a smooth plane surface to ensure that intimate contact is achieved between the slope face and the geotextile (filter fabric), and between the geotextile and the entire bottom surface of the individual ACBs. All slope deformities, roots, grade stakes, and stones which project normal to the local slope face must be re -graded or removed. No holes, "pockmarks", slope board teeth marks, footprints, or other voids greater than 0.5 inch in depth normal to the local slope face shall be permitted. No grooves or depressions greater than 0.5 inches in depth normal to the local slope face with a dimension exceeding 1.0 foot in any direction shall be permitted. Where such areas arc evident, they shall be brought to grade by placing compacted homogeneous material. The slope and slope face shall be uniformly compacted, and the depth of layers, homogeneity of soil, and amount of compaction shall be as required by the EOR. Excavation and preparation for all termination trenches or aprons shall be done in accordance to the lines, grades and dimensions shown in the Contract Drawings. The termination trench hinge -point at the top of the slope shall be uniformly graded so that no dips or bumps greater than 0.5 inches over or under the local grade occur. The width of the termination trench hinge -point shall also be graded uniformly to assure intimate contact between all ACBs and the underlying grade at the hinge -point. Inspection: Immediately prior to placing the filter fabric and ACB mats, the prepared subgrade shall be inspected by the FOR as well as the owner's representative. No fabric or blocks shall be placed thereon until that area has been approved by each of these parties. Placement of Geotextile Filter Fabric General. All placement and preparation should be performed in accordance with ASTMD 6884, Standard Practice for Installation of Articulating Concrete Block (ACB) Revetment Systems, as updated and amended. Filter Fabric, or filtration geotextile, as specified elsewhere, will be placed within the limits of ACBs shown on the Contract Drawings. Placement. The filtration geotextile shall be placed directly on the prepared area, in intimate contact with the subgrade, followed by a 4- to 6-inch thick granular drainage layer consisting of angular crushed rock with no fines (max. D13) is 1.5"; other stone types to be discussed with manufacturer). The geotextile shall be free of folds or wrinkles prior to placement of the granular drainage layer. The geotextile will not be walked on or disturbed when the result is a loss of Page 10 of 12 99 00 00 intimate contact between the ACB and the geotextile or between the geotextile and the subgrade. The geotextile filter fabric will be placed so that the upstream strip of fabric overlaps the downstream strip. The longitudinal and transverse joints will be overlapped at least one and a half (1.5) feet for dry installations and at least three (3) feet for below -water installations. The geotextile will extend at least one (1) foot beyond the top and bottom revetment termination points, or as required by the EOR. If ACBs are assembled and placed as large mattresses, the top lap edge of the geotextile should not occur in the same location as a space between ACB mats unless the space is concrete filled. Placement of ACBs/Mats General. ACB placement and preparation should be performed in accordance with ASTMD 6884, Standard Practice for Installation of Articulating Concrete Block (ACB) Revetment Systems, as amended and updated. ACB block/mats, as specified in Part 2:A of these Specifications, will be constructed within the specified lines and grades shown on the Contract Drawings. Placement. The cellular concrete blocks shall be placed on a minimum 6-inch thick granular drainage layer. No individual block within the plane of placed cellular concrete blocks shall protrude more than one-half inch or as otherwise specified by the EOR. ACBs should be flush and develop intimate contact with the drainage layer confinement geogrid, as approved by the EOR. Proposed hand placing is only to be used in limited areas, specifically identified by the FOR or manufacturers' mat layout drawings, as approved by the EOR. If assembled and placed as large mattresses, the ACB mats will be attached to a spreader bar or other approved device to aid in the lifting and placing of the mats in their proper position by the use of a crane or other approved equipment. The equipment used should have adequate capacity to place the mats without bumping, dragging, tearing or otherwise damaging the underlying fabric. The mats will be placed side -by -side, so that the mats abut each other, and/or end -to -end. Mat seams or openings between mats greater than two (2) inches will be backfilled with 4000 p.s.i. non -shrink grout, concrete or other material approved by the EOR. Whether placed by hand or in large mattresses, distinct changes in grade that results in a discontinuous revetment surface in the direction of flow will require backfill at the grade change location so as to produce a continuous surface. Termination trenches will be backfilled and compacted flush with the top of the blocks. The integrity of the trench backfill must be maintained so as to ensure a surface that is flush with the top surface of the ACBs for its entire service life. Termination trenches will be backfilled as shown on the Contract Drawings. Backfilling and compaction of trenches will be completed in a timely fashion. No more than 500 linear feet of placed ACBs with non -completed termination trenches will be permitted at any time. Finishing. The cells or openings in the ACBs will be backfilled and compacted with suitable material, as specified by the EOR. Backfilling and compaction will be completed in a timely manner so that no more than 500 feet of exposed mats exist at any time. Finishing requirements are explicitly at the discretion of the EOR. Consultation. The manufacturer of the ACBs/mats shall provide design and construction advice Page 11 of 12 99 00 00 during the design and initial installation phases of the project when required or as necessary, at the discretion of the EOR. The ACB supplier shall provide, at a minimum, one full day or two half - days of on -site project support upon request. Page 12 of 12