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Home My WebLink AboutContract 53485-PM1ft RECE\\/EO t,.?R -7 2020 cn'f Or FORT WORT\-\ err< SECRETARY .ORTWORTH PROJECT MANUAL FOR THE CONSTRUCTION OF CITY SECRETARY 5 -2. 4 ~ c. Pl\" \ CONTRACTNO. V u (j ~ IY\ WATER, SEWER, PAVING, DRAINAGE, AND STREET LIGHTING TO SERVE LIV CHISHOLM Betsy Price Mayor IPRC Record No. 19-0182 File No. K-2721 , X-26257 City Project No. 102268 FID No. 30114-0200431-102268-E 07685 Christopher P. Harder, P.E . Director, Water Department William Johnson , P .E. David Cooke City Manager Director, Transportation and Public Works Department Prepared for The City of Fort Worth 2019 PREPARED BY KIMLE Y-HORN AND ASSOCIATE S, INC . 13455 NO E L ROAD TWO GALLERIA OFFICE TOWER, SUITE 700 DALLAS , TEXAS 75240 (972) 770-1300 TBPE No. F-928 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 10 TABLE OF CONTENTS – DEVELOPER AWARDED PROJECTS Page 1 of 5 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised September 1, 2015 SECTION 00 00 10 1 TABLE OF CONTENTS 2 DEVELOPER AWARDED PROJECTS 3 4 Division 00 - General Conditions 5 00 11 13 Invitation to Bidders 6 00 21 13 Instructions to Bidders 7 00 41 00 Bid Form 8 00 42 43 Proposal Form Unit Price 9 00 43 13 Bid Bond 10 00 45 11 Bidders Prequalification’s 11 00 45 12 Prequalification Statement 12 00 45 13 Bidder Prequalification Application 13 00 45 26 Contractor Compliance with Workers' Compensation Law 14 00 45 40 Minority Business Enterprise Goal 15 00 52 43 Agreement 16 00 61 25 Certificate of Insurance 17 00 62 13 Performance Bond 18 00 62 14 Payment Bond 19 00 62 19 Maintenance Bond 20 00 72 00 General Conditions 21 00 73 00 Supplementary Conditions 22 00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded 23 Projects 24 25 26 Division 01 - General Requirements 27 01 11 00 Summary of Work 28 01 25 00 Substitution Procedures 29 01 31 19 Preconstruction Meeting 30 01 31 20 Project Meetings 31 01 32 16 Construction Progress Schedule 32 01 32 33 Preconstruction Video 33 01 33 00 Submittals 34 01 35 13 Special Project Procedures 35 01 45 23 Testing and Inspection Services 36 01 50 00 Temporary Facilities and Controls 37 01 55 26 Street Use Permit and Modifications to Traffic Control 38 01 57 13 Storm Water Pollution Prevention Plan 39 01 58 13 Temporary Project Signage 40 01 60 00 Product Requirements 41 01 66 00 Product Storage and Handling Requirements 42 01 70 00 Mobilization and Remobilization 43 01 71 23 Construction Staking 44 01 74 23 Cleaning 45 01 77 19 Closeout Requirements 46 01 78 23 Operation and Maintenance Data 47 01 78 39 Project Record Documents 48 49 00 00 10 TABLE OF CONTENTS – DEVELOPER AWARDED PROJECTS Page 2 of 5 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised September 1, 2015 Technical Specifications which have been modified by the Engineer specifically for this 1 Project; hard copies are included in the Project’s Contract Documents 2 3 None 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 00 00 10 TABLE OF CONTENTS – DEVELOPER AWARDED PROJECTS Page 3 of 5 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised September 1, 2015 Technical Specifications listed below are included for this Project by reference and can be 1 viewed/downloaded from the City’s Buzzsaw site at: 2 3 htps://projectpoint.buzzsaw.com/client/fortworthgov/Resources/02%20-4 %20Construction%20Documents/Specifications 5 6 Division 02 - Existing Conditions 7 02 41 13 Selective Site Demolition 8 02 41 14 Utility Removal/Abandonment 9 02 41 15 Paving Removal 10 11 Division 03 - Concrete 12 03 30 00 Cast-In-Place Concrete 13 03 34 13 Controlled Low Strength Material (CLSM) 14 03 34 16 Concrete Base Material for Trench Repair 15 03 80 00 Modifications to Existing Concrete Structures 16 17 Division 26 - Electrical 18 26 05 00 Common Work Results for Electrical 19 26 05 10 Demolition for Electrical Systems 20 26 05 33 Raceway and Boxes for Electrical Systems 21 26 05 43 Underground Ducts and Raceways for Electrical Systems 22 23 Division 31 - Earthwork 24 31 10 00 Site Clearing 25 31 23 16 Unclassified Excavation 26 31 23 23 Borrow 27 31 24 00 Embankments 28 31 25 00 Erosion and Sediment Control 29 31 36 00 Gabions 30 31 37 00 Riprap 31 32 Division 32 - Exterior Improvements 33 32 01 17 Permanent Asphalt Paving Repair 34 32 01 18 Temporary Asphalt Paving Repair 35 32 01 29 Concrete Paving Repair 36 32 11 23 Flexible Base Courses 37 32 11 29 Lime Treated Base Courses 38 32 11 33 Cement Treated Base Courses 39 32 12 16 Asphalt Paving 40 32 12 73 Asphalt Paving Crack Sealants 41 32 13 13 Concrete Paving 42 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 43 32 13 73 Concrete Paving Joint Sealants 44 32 14 16 Brick Unit Paving 45 32 16 13 Concrete Curb and Gutters and Valley Gutters 46 32 17 23 Pavement Markings 47 32 31 13 Chain Link Fences and Gates 48 32 31 26 Wire Fences and Gates 49 32 31 29 Wood Fences and Gates 50 00 00 10 TABLE OF CONTENTS – DEVELOPER AWARDED PROJECTS Page 4 of 5 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised September 1, 2015 32 32 13 Cast-in-Place Concrete Retaining Walls 1 32 91 19 Topsoil Placement and Finishing of Parkways 2 32 92 13 Hydro-Mulching, Seeding, and Sodding 3 32 93 43 Trees and Shrubs 4 5 Division 33 - Utilities 6 33 01 30 Sewer and Manhole Testing 7 33 01 31 Closed Circuit Television (CCTV) Inspection 8 33 03 10 Bypass Pumping of Existing Sewer Systems 9 33 04 10 Joint Bonding and Electrical Isolation 10 33 04 11 Corrosion Control Test Stations 11 33 04 12 Magnesium Anode Cathodic Protection System 12 33 04 30 Temporary Water Services 13 33 04 40 Cleaning and Acceptance Testing of Water Mains 14 33 05 10 Utility Trench Excavation, Embedment, and Backfill 15 33 05 12 Water Line Lowering 16 33 05 13 Frame, Cover and Grade Rings 17 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 18 33 05 16 Concrete Water Vaults 19 33 05 17 Concrete Collars 20 33 05 20 Auger Boring 21 33 05 21 Tunnel Liner Plate 22 33 05 22 Steel Casing Pipe 23 33 05 23 Hand Tunneling 24 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 25 33 05 26 Utility Markers/Locators 26 33 05 30 Exploratory Excavation for Existing Utilities 27 33 11 10 Ductile Iron Pipe 28 33 11 11 Ductile Iron Fittings 29 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 30 33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 31 33 11 14 Buried Steel Pipe and Fittings 32 33 12 10 Water Services 1-inch to 2-inch 33 33 12 11 Large Water Meters 34 33 12 20 Resilient Seated Gate Valve 35 33 12 21 AWWA Rubber-Seated Butterfly Valves 36 33 12 25 Connection to Existing Water Mains 37 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 38 33 12 40 Dry-Barrel Fire Hydrants 39 33 12 50 Water Sample Stations 40 33 12 60 Blow-off Valves 41 33 31 12 Cured in Place Pipe (CIPP) 42 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 43 33 31 15 HDPE Pipe For Sanitary Sewers (Gravity and Force Mains) 44 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 45 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 46 33 31 22 Sanitary Sewer Slip Lining 47 33 31 23 Sanitary Sewer Pipe Enlargement 48 33 31 50 Sanitary Sewer Service Connections and Service Line 49 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 50 00 00 10 TABLE OF CONTENTS – DEVELOPER AWARDED PROJECTS Page 5 of 5 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised September 1, 2015 33 39 10 Cast-in-Place Concrete Manholes 1 33 39 20 Precast Concrete Manholes 2 33 39 30 Fiberglass Manholes 3 33 39 40 Wastewater Access Chamber (WAC) 4 33 39 60 Epoxy Liners for Sanitary Sewer Structures 5 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 6 33 41 11 HDPE Storm Sewer Pipe 7 33 46 00 Sub drainage 8 33 46 01 Slotted Storm Drains 9 33 46 02 Trench Drains 10 33 49 10 Cast-in-Place Manholes and Junction Boxes 11 33 49 20 Curb and Drop Inlets 12 33 49 40 Storm Drainage Headwalls and Wingwalls 13 14 Division 34 - Transportation 15 34 41 10 Traffic Signals 16 34 41 13 Removing Traffic Signals 17 34 41 20 Roadway Illumination Assemblies 18 34 41 30 Aluminum Signs 19 34 71 13 Traffic Control 20 21 Appendix 22 GC-4.01 Availability of Lands 23 GC-4.02 Subsurface and Physical Conditions 24 GC-4.04 Underground Facilities 25 GC-4.06 Hazardous Environmental Condition at Site 26 GC-6.06.D Minority and Women Owned Business Enterprise Compliance 27 GC-6.07 Wage Rates 28 GC-6.09 Permits and Utilities 29 GC-6.24 Nondiscrimination 30 GR-01 60 00 Product Requirements 31 32 END OF SECTION33 00 42 43 DAP - BID PROPOSAL Page 1 of 7 1 3311.0461 12" PVC Water Pipe 33 11 12 LF 2,496 $47.00 $117,312.00 2 3311.0261 8" PVC Water Pipe 33 11 12 LF 212 $36.00 $7,632.00 3 3311.0161 6" PVC Water Pipe 33 11 12 LF 134 $31.00 $4,154.00 4 3311.0061 4" PVC Water Pipe 33 11 12 LF 59 $28.00 $1,652.00 5 3312.2203 2" Irrigation Water Service 33 12 10 LF 49 $40.00 $1,960.00 6 3312.3005 12" Gate Valve 33 12 20 EA 15 $2,217.00 $33,255.00 7 3312.3003 8" Gate Valve 33 12 20 EA 6 $1,305.00 $7,830.00 8 3312.3002 6" Gate Valve 33 12 20 EA 5 $968.00 $4,840.00 9 3312.4109 12" x 12" Tapping Sleeve & Valve 33 12 25 EA 2 $417.00 $834.00 10 3312.4107 12" x 8" Tapping Sleeve & Valve 33 12 25 EA 6 $417.00 $2,502.00 11 3312.4106 12" x 6" Tapping Sleeve & Valve 33 12 25 EA 5 $417.00 $2,085.00 12 3312.0001 Fire Hydrant 33 12 40 EA 3 $3,273.00 $9,819.00 13 3305.0109 Trench Safety 33 05 10 LF 2,901 $0.10 $290.10 14 3312.2802 4" Water Meter and Vault 33 12 11 EA 2 $14,740.00 $29,480.00 15 3312.0117 Connection to Existing 4"-12" Water Main33 12 25 EA 1 $1,520.00 $1,520.00 16 3312.0117 Connection to Existing 4"-12" Water Main33 12 25 EA 1 $1,790.00 $1,790.00 17 0241.1118 4"-12" Pressure Plug 02 41 14 EA 10 $500.00 $5,000.00 18 9999.0000 2" Double Detector Check Vault 00 00 00 EA 2 $16,749.00 $33,498.00 19 9999.0000 2" Irrigation Meter Box 00 00 00 EA 2 $2,387.00 $4,774.00 20 9999.0000 6" x 4" Reducer 00 00 00 EA 2 $417.00 $834.00 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 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity Unit Price Bid Value UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure Bidlist Item No. Project Item Information UNIT I: WATER IMPROVEMENTS TOTAL UNIT I: WATER IMPROVEMENTS $271,061.10 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 20191210-CFA Bid Proposal.xls 00 42 43 DAP - BID PROPOSAL Page 2 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity Unit Price Bid Value UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure Bidlist Item No. Project Item Information 1 3339.1001 4' Manhole 33 39 10 EA 18 $6,172.00 $111,096.00 2 3331.4101 4" Sewer Pipe 33 39 10 LF 50 $50.00 $2,500.00 3 3331.4101 6" Sewer Pipe 33 39 10 LF 50 $52.00 $2,600.00 4 3331.4101 8" Sewer Pipe 33 39 10 LF 1,643 $54.00 $88,722.00 5 3305.0116 Cement Stabilized Sand Backfill 33 05 10 EA 13 $750.00 $9,750.00 6 3305.0109 Trench Safety 33 05 10 LF 1,741 $0.10 $174.10 7 3331.3302 8" 2-way Cleanout 33 31 50 EA 1 $3,000.00 $3,000.00 8 9999.0000 Connect to Existing Sewer Line 00 00 00 EA 1 $2,520.00 $2,520.00 9 9999.0000 4" Plug 00 00 00 EA 2 $500.00 $1,000.00 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 UNIT II: SANITARY SEWER IMPROVEMENTS TOTAL UNIT II: SEWER IMPROVEMENTS $221,362.10 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 20191210-CFA Bid Proposal.xls 00 42 43 DAP - BID PROPOSAL Page 3 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity Unit Price Bid Value UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure Bidlist Item No. Project Item Information 1 3341.0201 21" RCP, Class III 33 41 10 LF 342 $62.00 $21,204.00 2 3341.0205 24" RCP, Class III 33 41 10 LF 280 $76.00 $21,280.00 3 3341.0302 30" RCP, Class III 33 41 10 LF 621 $105.00 $65,205.00 4 3341.0309 36" RCP, Class III 33 41 10 LF 379 $141.00 $53,439.00 5 3341.0402 42" RCP, Class III 33 41 10 LF 932 $172.00 $160,304.00 6 3341.0409 48" RCP, Class III 33 41 10 LF 155 $209.00 $32,395.00 7 3341.0502 54" RCP, Class III 33 41 10 LF 37 $249.00 $9,213.00 8 3349.0001 4' Storm Junction Box 33 49 10 EA 10 $6,172.00 $61,720.00 9 3349.0002 5' Storm Junction Box 33 49 10 EA 5 $7,114.00 $35,570.00 10 3349.0003 6' Storm Junction Box 33 49 10 EA 2 $7,830.00 $15,660.00 11 3349.5001 10' Curb Inlet 33 49 20 EA 8 $4,415.00 $35,320.00 12 3349.5002 15' Curb Inlet 33 49 20 EA 3 $5,460.00 $16,380.00 13 3349.5003 20' Curb Inlet 33 49 20 EA 1 $7,402.00 $7,402.00 14 3349.7001 4' Drop Inlet 33 49 20 EA 2 $5,591.00 $11,182.00 15 3349.7002 5' Drop Inlet 33 49 20 EA 1 $6,558.00 $6,558.00 16 3349.1009 42" Flared Headwall, 1 pipe 33 49 40 EA 1 $10,508.00 $10,508.00 17 3349.1012 54" Flared Headwall, 1 pipe 33 49 40 EA 1 $11,323.00 $11,323.00 18 3137.0104 Medium Stone Riprap, dry 31 37 00 SY 500 $50.00 $25,000.00 19 3305.0109 Trench Safety 33 05 10 LF 2,746 $0.10 $274.60 20 0241.4401 Remove Headwall/SET 02 41 14 EA 1 $1,631.00 $1,631.00 21 9999.0000 36" Plug 00 00 00 EA 1 $2,200.00 $2,200.00 22 9999.0000 42" Plug 00 00 00 EA 1 $2,500.00 $2,500.00 23 9999.0000 Connect to Existing Storm 00 00 00 EA 1 $1,790.00 $1,790.00 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 UNIT III: DRAINAGE IMPROVEMENTS $608,058.60TOTAL UNIT III: DRAINAGE IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 20191210-CFA Bid Proposal.xls 00 42 43 DAP - BID PROPOSAL Page 4 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity Unit Price Bid Value UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure Bidlist Item No. Project Item Information 1 3217.0501 24" SLD Pvmt Marking HAE (W) 32 17 23 LF 251 $10.00 $2,510.00 2 3213.0104 8.5" Conc Pvmt 32 13 13 SY 7,924 $59.00 $467,542.22 3 3213.0301 4" Conc Sidewalk 32 13 20 SF 3,144 $37.65 $118,371.60 4 3213.0501 Barrier Free Ramp, Type M-3 32 13 20 EA 1 $250.00 $250.00 5 3213.0504 Barrier Free Ramp, Type C-2 32 13 20 EA 8 $250.00 $2,000.00 6 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 6 $250.00 $1,500.00 7 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 5,799 $10.00 $57,990.00 8 3211.0400 Hydrated Lime 32 11 29 TN 148 $44.00 $6,512.00 9 3441.4002 Furnish/Install Alum Sign Ground Mount TxDOT Std.34 41 30 EA 7 $500.00 $3,500.00 10 9999.0000 4" White Parking Stripes 00 00 00 LF 296 $1.00 $296.00 11 3291.0100 Topsoil 32 91 19 CY 1,128 $12.00 $13,536.00 12 3292.0100 Block Sod Placement 32 92 13 SY 6,765 $2.79 $18,874.35 13 3211.0502 8" Lime Treatment 32 11 29 SY 7,924 $7.06 $55,946.58 14 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 247 $12.00 $2,964.00 15 9999.0000 Logitudinal Butt Joint 00 00 00 LF 306 $12.00 $3,672.00 16 0241.0100 Remove Sidewalk 02 41 13 SY 80 $25.00 $2,000.00 17 9999.0000 Road End Barricade 00 00 00 EA 2 $1,000.00 $2,000.00 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 $759,464.75 UNIT IV: PAVING IMPROVEMENTS TOTAL UNIT IV: PAVING IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 20191210-CFA Bid Proposal.xls 00 42 43 DAP - BID PROPOSAL Page 5 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity Unit Price Bid Value UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure Bidlist Item No. Project Item Information 1 3441.1409 NO 8 Insulated Elec Condr 34 41 10 LF 9,180 $1.25 $11,475.00 2 3441.1414 NO 8 Bare Elec Condr 34 41 10 LF 4,440 $1.25 $5,550.00 3 3441.3351 Furnish/Install Rdway Illum TY 11 Pole 34 41 20 EA 26 $2,588.00 $67,288.00 5 3441.3301 Rdwy Illum Foundation TY 1,2, and 4 34 41 20 EA 26 $1,250.00 $32,500.00 6 2605.0111 Furnish/Install Elec Serv Pedestal 26 05 00 EA 2 $5,500.00 $11,000.00 7 3441.1502 Ground Box Type B, w/Apron 34 41 10 EA 12 $550.00 $6,600.00 8 9999.0000 2" Electrical Conduit (Trench) 00 00 00 LF 4,105 $10.50 $43,102.50 9 2605.3031 4" CONDT PVC SCH 40 (T)26 05 33 LF 2,406 $20.00 $48,120.00 10 2605.3014 2" CONDT RM (Riser) 26 05 33 LF 40 $20.00 $800.00 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 $225,635.50TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 20191210-CFA Bid Proposal.xls 00 42 43 DAP - BID PROPOSAL Page 6 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity Unit Price Bid Value UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure Bidlist Item No. Project Item Information 1 N/A 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 UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS TOTAL UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version September 1, 2015 20191210-CFA Bid Proposal.xls 00 42 43 DAP- ATf) PROPOSAL Page 7 of 7 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Description Specification Unit of Bid Unit Price Bid Value Item No. Section No. Measure Quantity Bid Summ UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS This bid is submitted by the entity named below: Bidder: Rampart Multifamily, LLC 800 Industrial Blvd, Suite 100 Grapevine, TX 76051 Total Construction Bid BY: � . I Af TITLE: DATE: Contractor agrees to complete WORK for FINAL ACCEPTANCE 973 CONTRACT commences to run as provided in the General Conditions. END OF SECTION rz/zzll-> working days $271,061.10 $221, 362.10 $608,058.60 $759,464.75 $225,635.50 .05 CITY OF FORT WORTI i STANDARD CONSTRUCTION SPECJFTCATION DOCUMENTS -➢FVELOPF.R AWARDED PROJECTS Form Version Seplamber 1, 2015 20191210-CFA Aid Praposulxls Vilhauer Enterprises, LLCVenus ConstructionVenus ConstructionXIT Paving and Construction, Inc.Venus ConstructionStorm Sewer8/31/20208/31/20208/31/202012/1/2021 Project No. 102268 00 52 43 Developer Awarded Project Agreement Page 1 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 2, 2014 SECTION 00 52 43 1 AGREEMENT 2 3 THIS AGREEMENT, authorized on 12/22/19 is made by and between the Developer, CHISHOLM 4 RESIDENCES, LLC, authorized to do business in Texas (“Developer”), and RAMPART 5 MULTIFAMILY, LLC, authorized to do business in Texas, acting by and through its duly authorized 6 representative, (“Contractor”). 7 Developer 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 Project 11 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 generally 14 described as follows: 15 LIV CHISHOLM_________ ___________________________________________ 16 City Project No. 102268 ________________________________________________ 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are 20 of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 973 working days after the date when the 23 Contract Time commences to run as provided in Paragraph 2.04 of the Standard City Conditions of 24 the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer 27 financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus 28 any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the 29 Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, 30 expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the 31 Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof 32 , Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 33 Developer Zero Dollars ($0.00) for each day that expires after the time specified in Paragraph 3.2 34 for Final Acceptance until the City issues the Final Letter of Acceptance. 35 00 52 43 Developer Awarded Project Agreement Page 2 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 2, 2014 Article 4. CONTRACT PRICE 36 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 37 Documents an amount in current funds of Two Million Eighty-Five Thousand Five Hundred Eighty-Two 38 Dollars and Five Cents ($2,085,582.05). 39 Article 5. CONTRACT DOCUMENTS 40 5.1 CONTENTS: 41 A. The Contract Documents which comprise the entire agreement between Developer and Contractor 42 concerning the Work consist of the following: 43 1. This Agreement. 44 2. Attachments to this Agreement: 45 a. Bid Form (As provided by Developer) 46 1) Proposal Form (DAP Version) 47 2) Prequalification Statement 48 3) State and Federal documents (project specific) 49 b. Insurance ACORD Form(s) 50 c. Payment Bond (DAP Version) 51 d. Performance Bond (DAP Version) 52 e. Maintenance Bond (DAP Version) 53 f. Power of Attorney for the Bonds 54 g. Worker’s Compensation Affidavit 55 h. MBE and/or SBE Commitment Form (If required) 56 3. Standard City General Conditions of the Construction Contract for Developer Awarded 57 Projects. 58 4. Supplementary Conditions. 59 5. Specifications specifically made a part of the Contract Documents by attachment or, if not 60 attached, as incorporated by reference and described in the Table of Contents of the Project’s 61 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 Agreement 66 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 73 00 52 43 Developer Awarded Project Agreement Page 3 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 2, 2014 Article 6. INDEMNIFICATION 74 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, 75 the city, its officers, servants and employees, from and against any and all claims arising out of, 76 or alleged to arise out of, the work and services to be performed by the contractor, its officers, 77 agents, employees, subcontractors, licenses or invitees under this contract. This indemnification 78 provision is specifically intended to operate and be effective even if it is alleged or proven that 79 all or some of the damages being sought were caused, in whole or in part, by any act, omission 80 or negligence of the city. This indemnity provision is intended to include, without limitation, 81 indemnity for costs, expenses and legal fees incurred by the city in defending against such claims 82 and causes of actions. 83 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the city, 85 its officers, servants and employees, from and against any and all loss, damage or destruction 86 of property of the city, arising out of, or alleged to arise out of, the work and services to be 87 performed by the contractor, its officers, agents, employees, subcontractors, licensees or invitees 88 under this contract. This indemnification provision is specifically intended to operate and be 89 effective even if it is alleged or proven that all or some of the damages being sought were caused, 90 in whole or in part, by any act, omission or negligence of the city. 91 92 Article 7. MISCELLANEOUS 93 7.1 Terms. 94 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of the 95 Construction Contract for Developer Awarded Projects. 96 7.2 Assignment of Contract. 97 This Agreement, including all of the Contract Documents may not be assigned by the Contractor 98 without the advanced express written consent of the Developer. 99 7.3 Successors and Assigns. 100 Developer and Contractor each binds itself, its partners, successors, assigns and legal representatives 101 to the other party hereto, in respect to all covenants, agreements and obligations contained in the 102 Contract Documents. 103 7.4 Severability. 104 Any provision or part of the Contract Documents held to be unconstitutional, void or unenforceable 105 by a court of competent jurisdiction shall be deemed stricken, and all remaining provisions shall 106 continue to be valid and binding upon DEVELOPER and CONTRACTOR. 107 7.5 Governing Law and Venue. 108 This Agreement, including all of the Contract Documents is performable in the State of Texas. Venue 109 shall be Tarrant County, Texas, or the United States District Court for the Northern District of Texas, 110 Fort Worth Division. 111 01/02/2020 Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 1 of 17 THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY. TEXAS-CONTRACTORS'COMMERCIAL GENERAL LIAB ILITY BROAD ENED ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A.Endorsement -Table of Contents: Coverage:Begins on Page: 1.Employee Benefit Liability Coverage.......................................................................................3 2.Unintentional Failure to Disclose Hazards ..............................................................................9 3.Damage to Premises Rented to You ........................................................................................9 4.Supplementary Payments ......................................................................................................10 5.Medical Payments ...................................................................................................................10 6.180 Day Coverage for Newly Formed or Acquired organizations .....................................10 7.Waiver of Subrogation............................................................................................................11 8.Au tomatic Additional Insured -Specified Relationships:..................................................11 •Managers or Lessors of Premises; •Lessor of Leased Equipment; •Vendors; •State or Governmental Agencyor Subdivision or Political Subdivision -Permits or Authorizations Relating to Premises; and •Mortgagee,Assignee or Receiver 9.Property Damage to Borrowed Equipment ..........................................................................14 10.Employees as Insureds -Specified Health Care Servicesand Good Samaritan Services ...................................................................................................................................15 11.Broadened Notice of Occurrence..........................................................................................15 12.Nonowned Aircraft ..................................................................................................................15 13.Bodily Injury Redefined..........................................................................................................15 14.Expected or Intended Injury Redefined ................................................................................15 15.Former Employees as Insureds ............................................................................................15 16.Voluntary Property Damage Coverage and Care,Custody or Control Liability Coverage..................................................................................................................................16 17. Broadened Contractual Liability -Work Within 50' of Railroad Property .........................17 18.Alienated Premises .................................................................................................................17 B.Limits of Insurance: The Commercial General Liability Limits of Insurance apply to the insurance provided by this endorse- ment, except as provided below: 1.Employee Benefit Liability Coverage Each Employee Limit:$1,000,000 Aggregate Limit:$3,000,000 Deductible Amount:$1,000 3.Damage to Premises Rented to You The lesser of: a.The Each Occurrence Limit shown in the Declarations; or b.$500,000unless otherwise stated $ 4.Supplementary Payments a.Bail Bonds:$2,500 Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 2 of 17 b.Loss of Earnings:$500 5.Medical Payments Medical Expense Limit:$10,000 9.Property Damage to Borrowed Equipment Each Occurrence Limit:$10,000 Deductible Amount:$250 16.Voluntary PropertyDamage Coverage (Coverage a.)And Care,Custodyor Control Liability Coverage (Coverage b.) Limits of Insurance Coverage a. $1,000EachOccurrence $5,000 Aggregate Coverage b.$5,000 Each Occurrence unless otherwise stated $ Deductible Amount (Each Occurrence) Coverage a.$250 Coverage b.$250 unless otherwise stated$ COVERAGE PREMIUM BASIS (a)Area (b)Payroll (c)Gross Sales (d)Units (e)Other RATE (For Limits in Excess of $5,000) ADVAN CE PREMIUM (For Limits in Excess of $5,000) b.Care,Custody or Control $ TOTAL ANNU AL PREMIUM $ Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 3 of 17 C.Coverages 1.Employee Benefit Liability Coverage a.The following is added to Section I - Coverages: Employee Benefit Liability Cover- age (1)Insuring Agreement (a)We will pay those sums that the insured becomes legally obligated to pay as damag- es caused by any act,error or omission ofthe insured, or of any other person for whose acts the insured is legally liable,to whichthis insuranceapplies.W e will have the right and duty to defend the insured against any "suit"seeking those damages.However, we will have no duty todefend against any "suit"seeking damages to which this in- surance does not apply.We may, at our discretion,in- vestigate any report of an act,error or omission and settle any claim or "suit"that may result.But: 1)The amount we will pay for damages is limited as describedinSection III -Limits of Insur- ance; and 2)Our right and duty to defend ends when we have used up the appli- cable limit ofinsurance in the payment of judg- ments or settlements. No other obligation or liabil- ity to pay sums or perform acts or services is covered unless explicitly provided for under Supplementary Payments. (b)This insuranceapplies to damages only if the act,er- ror or omission,is negligent- ly committed inthe"admin- istration"of your "employee benefit program"; and 1)Occurs duringthepolicy period; or 2)Occurred prior to the "first effective date"of this endorsement pro- vided you did not have knowledge of a claim or "suit"on or before the "first effective date"of this endorsement. You will be deemed to have knowledge of a claim or "suit"when any "authorized representa- tive"; a)Reports all,or any part,of the act,er- ror or omission to us or any other in- surer; b)Receives a written or verbal demand or claim for dam- ages because of the act,error or omission. (2)Exclusions This insurance does not apply to: (a)Bodily Injury,Property Damage or Personal and Advertising Injury "Bodily injury", "property damage"or "personal and advertising injury". (b)Dishonest,Fraudulent, Criminal or Malicious Act Damages arising out of any intentional,dishonest, fraudulent,criminal or mali- cious act,error or omission, committed by any insured, including the willful or reck- less violation of any statute. (c)Failure to Perform a Con- tract Damages arising out of fail- ure of performanceofcon- tract by any insurer. (d) Insufficiency of Funds Damages arising out of an insufficiency of funds to meet any obligations under any plan included in the "employee benefit program". Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 4 of 17 (e)Inadequacy of Perfor- mance of Invest- ment/Advice Given With Respect to Participation Any claim based upon: 1)Failure of any invest- ment to perform; 2)Errorsinproviding in- formation on past per- formance of investment vehicles;or 3)Advicegiven to any person with respectto that person's decision to participate or notto par- ticipate inany plan in- cluded inthe"employee benefit program". (f)Workers'Compensation and Similar Laws Anyclaim arising out of your failure to comply with the mandatory provisions of any workers'compensation,un- employment compensation insurance,socialsecurity or disability benefits law or any similar law. (g) ERISA Damages for whichany in- sured is liable becauseofli- abilityimposedona fiduci- ary by the Employee Re- tirement Income Security Act of 1974,as now or hereafter amended,or by any similar federal,state or local laws. (h)Available Benefits Any claim for benefits to the extent thatsuch benefits are available,with reasonable effort and cooperation of the insured,from the applicable funds accrued or other col- lecti ble insurance. (i)Taxes,Fines or Penalties Taxes,fines or penalties, in- cluding thoseimposed un- der the Internal Revenue Code or any similar state or local law. (j)Employment-Related Prac- tices Any liability arising out of any: (1)Refusal to employ; (2)Termination of employ- ment; (3)Coercion,demotion, evaluation,reassign- ment,discipline,defa- mation,harassment, humiliation,discrimina- tion or other employ- ment -related practices, acts or omissions;or (4)Consequentialliability as a result of (1),(2)or (3)above. This exclusion applies whether the insured may be held liable as an employer or in any other capacity and to any obligationtoshare damages with or repay someone else who must pay damages because of the in- jury. (3)Supplementary Payments Section I -Coverages,Sup- plementary Payments -Cover- ages A and B also apply to this Coverage. b.Who IsAn Insured As respects Employee Benefit Lia- bility Coverage,Section II -Who is anInsured is replaced by the follow- ing: (1)If you are designated in the Dec- larations as: (a)An individual,you and your spouse are insureds,but on- ly with respect tothe con- duct of a business of which you are the sole owner. (b)Apartnership or joint ven- ture,you are an insured. Your members,your part- ners,and their spouses are also insureds but only with respect to the conduct of your business. (c)A limited liability company, you are aninsured.Your Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 5 of 17 members are also insureds, but only with respectto the conduct of your business. Your managers are in- sureds,but only with respect to their dutiesasyour man- agers. (d)An organization other than a partnership,joint venture or limited liability company,you are an insured.Your "execu- tive officers"and directors are insureds,but only with respect to their duties as your officers or directors. Your stockholders are also insureds,but only with re- spect to their liability as stockholders. (e)A trust,you are an insured. Your trustees are also in- sureds,but only with respect to their duties as trustees. (2)Each of the following is alsoan insured: (a)Each of your "employees" who is or was authorized to administer your "employee benefit program"; (b)Any persons,organizations or "employees"having prop- er temporary authorization to administer your "employ- ee benefit program"if you die,but only until your legal representative is appointed; or (c)Your legal representative if you die,but only with re- spect to duties as such.That representative will have all your rights and duties under this Coverage Part. (3)Any organization younewly ac- quire or form,other thanapart- nership,jointventure or limited liability company,and over which you maintain ownership or major- ity interest,will qualifyasa NamedInsured if no other similar insuranceapplies tothatorgani- zation.However,coverage under this provision: (a)Is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; and (b)Does not apply to an yact, error or omission that was committed before you ac- quired or formed the organi- zation. c.Limits of Insurance As respects Employee Benefit Lia- bility Coverage,Section III -Limits of Insurance is replaced by the fol- lowing: (1)The Limits of Insurance shown in Section B.Limitsof Insurance, 1.Employee Benefit Liability Coverage and the rules below fix the most we will pay regardless of the number of: (a)Insureds; (b)Claims made or "suits" brought; (c)Persons or organizations making claims or bringing "suits"; (d)Acts, errors or omissions;or (e)Benefits included in your "employee benefit program". (2)The Aggregate Limit shown in Section B.Limits of Insurance, 1.Employee Benefit Liability Coverage of this endorsement is the most we will pay for all dam- ages because of acts,errors or omissions negligently committed in the "administration"of your "employee benefit program". (3)Subjectto the limit described in (2)above,theEachEmployee Limit shown inSection B.Limits of Insurance,1.Employee Benefit Liability Coverage of this endorsement is the most we will pay for all damages sus- tained by any one "employee", including damagessustained by such "employee's"dependents and beneficiaries, as a result of: (a)An act, error or omission; or (b)A series of related acts,er- rors or omissions,regard- less of the amount oftime that lapses between such acts, errors or omissions; Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 6 of 17 negligently committed in the "administration"of your "employ- ee benefit program". However,the amount paid under this endorsement shall not ex- ceed,and will be subject to the limits and restrictions that apply to the payment of benefits in any planincluded in the "employee benefit program." (4)Deductible Amount (a)Our obligation to pay dam- ages on behalf of the in- sured applies only to the amount of damages in ex- cess ofthe Deductible Amount stated in the Decl a- rations as applicable to Each Employee.The limits of insurance shall not be re- duced by the amount of this deductible. (b)The Deductible Amount stated intheDeclarations applies to all damages sus- tained by any one "employ- ee",including such "employ- ee's"dependents andbene- ficiaries,because of all acts, errors or omissions to which this insurance applies. (c)The terms of this insurance, including those with respect to: 1)Our right and duty to defend the insured against any "suits" seeking those damag- es; and 2)Your duties,and the du- ties of any other in- volved insured,inthe event of an act,error or omission,or claim; apply irrespectiveofthe ap- plication of the Deductible Amount. (d)We may pay any part or all of the Deductible Amount to effect settlement of any claim or "suit"and,uponno- tification of the action taken, you shall promptly reim- burse us for such part of the Deductible Amount as we have paid. d.Ad ditional Conditions As respects Employee Benefit Lia- bility Coverage,SectionIV-Com- mercial General Liability Condi- tions is amended as follows: (1)Item 2.Duties in the Event of Occurrence,Offense,Claim or Suit is replaced by the following: 2.Duties in the Event of An Act,Error or Omission,or Claim or Suit a.You mustsee to it that we are notified as soon as practicable of an act, error or omission which may result in a claim. To the extent possible, notice should include: (1)What the act,error or omission was and when it oc- curred; and (2)The names and addresses of any- one whomaysuf- fer damages as a result of the act, error or omission. b.If a claim is made or "suit"is brought against any insured,you must: (1)Immediately record the specifics of the claim or "suit"and the date received; and (2)Notifyusas soon as practicable. You mustsee to it that we receive written no- tice of the claim or "suit" as soon as practicable. c.You and any other in- volved insured must: (1)Immediatelysend us copies of any demands,notices, summonses or le- gal papers re- ceived in connec- tion with the claim or "suit"; Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 7 of 17 (2)Authorize us to ob- tain records and other information; (3)Cooperate with us in the investigation or settlement of the claim or defense against the "suit"; and (4)Assist us,upon our request,in the en- forcement of any right against any person or organi- zation which may be liable tothein- sured becauseof an act,error or omission to which this insurance may alsoapply. d.No insured will,except at that insured's own cost,voluntarily make a payment,assume any obligation,or incur any expensewithout our consent. (2)Item 5.Other Insurance is re- placed by the following: 5.Other Insurance If other valid and collectible insurance is available tothe insured for aloss we cover under this Coverage Part, our obligations are limited as follows: a.Primary Insurance This insurance is prima- ry except when c.below applies.If this insurance is primary,our obliga- tions are not affected unless any of the other insurance is also prima- ry.Then,we willshare with all that other insur- anceby the method de- scribed in b.below. b.Method of Sharing If all of the other insur- ance permits con tribu- tion by equalshares, we will follow this meth- od also.Under this ap- proacheach insurer contributes equal amounts until it has paid its applicable limit of insuranceor none of the loss remains, whichever comes first. If any of the other in- surancedoes not permit contribution by equal shares,we will contrib- ute by limits.Under this method,each insurer's share is based on the ratioofits applicable limit of insurance to the total applicable limits of insuranceof all insur- ers. c.Excess Insurance This insurance is ex- cessover any of the other insurance,wheth- er primary,excess,con- tingent or on any other basis that is insurance purchased byyou to coverage damages for acts,errors or omis- sions that occurred prior to the "f irst effective date". e. Additional Definitions As respects Employee Benefit Lia- bility Coverage,Section V -Defini- tions is amended as follows: (1)The following definitions are added: 1."Administration"means: a.Providing information to "employees", i ncluding their dependents and beneficiaries,with re- spect to eligibility for or scope of"employee benefit programs"; b.Interpreting the "em- ployeebenefit pro- grams"; c.Handling records in connection with the "employeebenefit pro- grams"; or d.Effecting,continuing or terminatingany "em- ployee's"participation in Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 8 of 17 any benefit included in the "employee benefit program". However,"administration" does not include: a.Handling payroll deduc- tions; or b.The failure to effect or maintain any insurance or adequate limits of coverage ofinsurance, including but not limited to unemployment insur- ance,social security benefits,workers'com- pensation and disability benefits. 2."Cafeteria plans"means plans authorized by applica- ble law to allow "employees" to elect topay for certain benefits with pre-tax dollars. 3."Employeebenefit pro- grams"means aprogram providing someofall of the following benefits to "em- ployees",whether provided through a "cafeteria plan"or otherwise: a.Group life insurance; group accident or health insurance;dental,vision and hearing plans;and flexible spending ac- counts;provided that no one other than an "em- ployee"maysubscribe to suchbenefits and such benefits are made generally available to those "employees"who satisfy the plan's eligibil- ity requirements; b.Profit sharing plans, employee savings plans,employee stock ownership plans,pen- sion plans and stock subscription plans,pro- vided that no one other than an "employee" may subscribe to such benefits and such bene- fits are made generally available to all "employ- ees"who are eligible under the plan for such benefits; c.Unemployment insur- ance,social security benefits,workers'com- pensation and disability benefits;and d.Vacation plans,includ- ing buy and sell pro- grams;leave of ab- sence programs,includ- ing military,maternity, family,and civil leave; tuition assistanceplans; transportation and health club subsidies. 4."First effective date"means the date upon which cover- age was first effected in a series of uninterrupted re- newals of insurance cover- age. (2)The following definitions are de- leted in their entirety and re- placed by the following: 8."Employee"means a person actively employed,formerly employed,onleave of ab- sence or disabled,or retired. "Employee"includes a "leased worker". "Employee" does not include a "tempo- rary worker". 21."Suit"means a civil proceed- ing in which money damag- es because of an act,error or omission to whichthis in- surance applies are alleged. "Suit"includes: a.An arbitration proceed- ing in which such dam- ages are claimed and to which the insured must submit or does submit withour consent; b.Any other alternative dispute resolution pro- ceeding in which such damages are cl aimed and to which the in- sured submits with our consent; or c.An appeal of a civil pro- ceeding. Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 9 of 17 2.Unintentional Failure to Disclose Haz- ards Section IV -Commercial General Liabil- ity Conditions,7.Representations is amended by theaddition of the following: Based on our dependence upon your rep- resentations as to existing hazards,if un- intentionally you should fail to disclose all such hazards at the inception date of your policy,we will not rejectcoverageunder this Coverage Part based solely on such failure. 3.Damage to Premises Rented to You a.The last Paragraph of 2.Exclusions under Section I -CoverageA-Bod- ily Injury and Property Damage Li- ability is replaced by the following: Exclusions c.through q.do not apply to "property damage"by fire,explo- sion,lightning,smoke or soot to premises while rented to you or tem- porarily occupied byyou with permis- sion of the owner,for which the amount we will pay is limited to the Damage to Premises Rented to You Limit as described in Section III -Limits of Insurance. b.The insurance provided under Sec- tion I -Coverage A -Bodily Injury and Property DamageLiability ap- plies to "property damage"arisingout of water damage to premises that are both rented to and occupied byyou. (1)As respects Water Damage Le- gal Liability,as provided in Para- graph 3.b.above: The exclusions under Section I - CoverageA-Bodily Injury and Property DamageLiability,2. Exclusions,other than i.War and the Nuclear Energy Liabil- ity Exclusion (Broad Form),are deleted and the following are added: This insurance does not apply to: (a)"Property damage": (i)Assumed in any con- tract or agreement; or (ii)Caused by or resulting from any of the follow- ing: 1)Wear and tear; 2)Rust or other cor- rosion, decay,de- terioration,hidden or latent defect or any quality in property thatcau s- es it to damage or de stroy itself; 3)Smog; 4)Mechanical break- down,including rupture or bursting caused by centrif- ugal force; 5)Settling,cracking, shrinking or ex- pansion; 6)Nesting or infest a- tion,or discharge or releaseofwaste products or secre- tions,by insects, birds,rodents or other animals; or 7)Presence,growth, proliferation, spread or any ac- tivity offungus,in- cluding mold or mildew,and any mycotoxins, spores,scents or byproducts pro- duced or released by fungi. (b)"Property damage"caused directly or indirectly by any of the following: (i)Earthquake,volcanic eruption,landslide or any other earth move- ment; (ii)Water that backs up or overflows or is other- wise discharged from a sewer,drain,sump, sumppump or related equipment; (iii)Water under the ground surface pressing on,or flowing or seeping through: 1)Foundations,walls, floors or paved surfaces; Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 10 of 17 2)Basements, whether paved or not; or 3)Doors,windows or other openings. (c)"Property damage"caused by or resulting from water that leaks or flows from plumbing,heating,air condi- tioning,fire protection sys- tems,or other equipment, caused by or resulting from freezing, unless: (i)You did your best to maintain heat in the building or structure;or (ii)You drained the equip- ment and shut off the water supply if the heat was not maintained. (d)"Property damage"to: (i)Plumbing,heating,air conditioning, fire protec- tion systems,or other equipment or applianc- es; or (ii)The interior of any building or structure,or to personal property in the building or structure, caused by or resulting from rain,snow,sleet or ice,whether driven by wind or not. c.Limit of Insurance With respect to the insuranceafford- ed in Paragraphs 3.a.and 3.b.above, the Damage to Premises Rented to You Limit as shown in the Declara- tions is amended as follows: (1)Paragraph 6.of Section III - Limits of Insurance is replaced by the following: 6.Subject to Paragraph 5. above,the Damage to Premises Rented to You Limit is the most we will pay under Coverage A -Bodily Injury and Property Dam- age Liability for damages becauseof"property dam- age"to any one premises: a.W hile rentedtoyou,or temporarilyoccupied by you with permission of the owner; b.In the case of damage by fire,explosion,light- ning,smoke or soot, while rented to you;or c.In the case of damage by water,while rented to and occupied byyou. (2)The most we will pay is limited as described in Section B. Limitsof Insurance,3.Damage to Prem- ises Rented to You of this en- dorsement. 4.Supplementary Payments Under Section I -Supplementary Pay- ments -Coverages A and B: a.Paragraph 2.is replaced by the fol- lowing: Up to the limit shown inSection B. Limits of Insurance,4.a.Bail Bonds of this endorsement for cost of bail bonds requiredbecause of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage ap- plies.W edo not have to furnishthese bonds. b.Paragraph 4.is replaced by the fol- lowing: All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit",including actual loss of earnings up to the limit shown inSec- tion B.Limitsof Insurance,4.b. Loss Of Earnings of this endorsement per day because of time off from work. 5.Medical Payments The Medical Expense Limit of Any One Person as stated inthe Declarations is amended to the limit shown in Section B. Limits of Insurance, 5.Medical Pay- ments of this endorsement. 6.180 Day Coverage for Newly Formed or Acquired Organizations Section II -Who is an Insured is amended as follows: Subparagraph a.of Paragraph 3.is re- placed by the following: Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 11 of 17 a.Insurance under this provision is af- forded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; 7.Waiver of Subrogation Section IV -Commercial General Liabil- ity Conditions,9.Transfer of Rights of RecoveryAgainst Others to us is amended by theaddition of the following: We waive any right of recovery we may have against any person or organization against whom you haveagreedtowaive suchright of recovery in a written contract or agreement because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a written contract or agree- ment withthatperson or organization and included in the "products-completed oper- ations hazard".However,our rights may only be waived prior tothe"occurrence" giving rise to the injury or damage for which we make payment under this Cov- erage Part.The insured must donothing after aloss to impair our rights.At our re- quest,the insured will bring "suit"or trans- fer thoserightsto us and help us enforce those rights. 8.Au tomatic Additional Insured -Speci- fied Relationships a.The following is added to Section II - Who is an Insured: (1)Any person(s)or organization(s) described in Paragraph 8.a.(2)of this endorsement (hereinafter re- ferred to as additionalinsured) whom you are required to add as an additional insuredunder this Coverage Part by reason of a written contract,written agree- ment,written permit or written authorization. (2)Only the following persons or or- ganizations are additional in- sureds under this endorsement, and insurance coverage provided to such additional insureds is lim- ited as provided herein: (a)Managersor Lessorsof Premises The manager or lessor of a premises leased to you with whom you have agreed per Paragraph 8.a.(1)of this en- dorsement to provide insur- ance,but only with respect to liability arising out of the ownership, maintenance or useofthat part of the prem- ises leased to you,subject to the followingadditional exclusions: This insurance does not ap- ply to: (i)Any"occurrence"which takes place after you cease to be a tenant in that premises; (ii)Structural alterations, new construction or demolition operations performed by or on be- half of such additional insured. (b)Lessor of Leased Equip- ment Any person or organization from whom you lease equipment when you and such person(s)or organiza- tion(s)have agreed per Par- agraph 8.a.(1)of this en- dorsement to provide insur- ance.Such person(s)or or- ganization(s)are insureds only with respect to liability for "bodily injury", "property damage"or "personal and advertising injury"caused,in whole or in part,byyour maintenance,operation or useofequipment leased to you by such person(s)or or- ganization(s).Aperson's or organization's status as an additionalinsured under this endorsement ends when their contract or agreement with you for such leased equipment ends.However, this insurancedoes not ap- ply to any "occurrence" which takes place after the equipment lease expires. (c)Vendors Any person or organization (referred tobelow as ven- dor)with whom you have agreed per Paragraph 8.a.(1)of this endorsement to provide insurance,but on- ly with respect to "bodily in- jury"or "property damage" Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 12 of 17 arising out of"your products" which are distributed or sold in the regular courseofthe vendor's business,subject to the following additional exclusions: (i)The insuranceafforded the vendor does not apply to: 1)"Bodily injury"or "property damage" for which the ven- dor is obligated to pay damages by reasonofthe as- sumption ofliability in a contract or agreement.This exclusion does not apply to liability for damages that the vendor would have in the absenceof the contract or agreement; 2)Any express war- ranty unauthorized by you; 3)Any physical or chemical change in the product made intentionally bythe vendor; 4)Repackaging,ex- cept when un- packed solely for the purposeofin- spection,demon- stration,testing,or the substitution of parts under in- structionsfrom the manufacturer,and then repackaged in the originalcon- tainer; 5)Any failure to make such inspections, adjustments,tests or servicing as the vendor has agreed to makeor normal- ly undertakes to make in the usual course of busi- ness,in connection with the distribution or sale of the products; 6)Demonstration,in- stallation,servicing or repair opera- tions,except such operations per- formed at the ven- dor's premises in connection with the sale of the product; 7)Products which,af- ter distribution or sale byyou,have been labeled or re- labeled or used as a container,part or ingredient of any other thing or sub- stance by or for the vendor; or 8)"Bodily injury"or "property damage" arisingout of the sole negligence of the vendor for its own acts or omis- sions or those of its employees or anyoneelse acting on its behalf.How- ever,this exclusion does not apply to: a)The excep- tions contained in Paragraphs (c)(i)4)or 6) of this en- dorsement;or b)Such inspec- tions,adjust- ments,tests or servicing as the vendor has agreed to make or nor- mally under- takes to make in the usual courseof business,in connection with the distri- bution or sale of the prod- ucts. Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 13 of 17 (ii)This insurance does not apply toany insured person or organization: 1)From whom you haveacquired such products,or any ingredient,part or container,enter- ing into,accompa- nying or containing such products; or 2)When liability in- cluded within the "products- completed opera- tions hazard"has been excluded un- der this Coverage Part with respect to such products. (d)State or Governmental Ag encyor Subdivision or Political Subdivision - Permits or Authorizations Relating to Premises Any state or governmental agency or subdivision or po- litical subdivision with which you haveagreed per Para- graph 8.a.(1)of this en- dorsement to provide insur- ance,subject to the follow- ing additional provision: This insurance applies only with respect to the following hazards for which the state or governmental agency or subdivision or politicalsub- division has issuedapermit or authorization in connec- tion with premises you own, rent or control and to which this insurance applies: (i)The existence,mainte- nance,repair,construc- tion,erection or removal of advertising signs, awnings, canopies, cel- lar entrances,coal holes,driveways,man- holes,marquees,hoist away openings,side- walk vaults,street ban- ners or decorations and similar exposures;or (ii)The construction,erec- tion or removal of eleva- tors;or (iii)The ownership,mainte- nance or use of any el- evators covered bythis insurance. (e)Mortgagee,Assignee or Receiver Any person or organization with whom you have agreed per Paragraph 8.a.(1)of this endorsement to provide in- surance,but only with re- spect to their liabilityas mortgagee,assignee,or re- ceiver and arisingout of the ownership,maintenance,or useofthe premises byyou. However,this insurance does not apply to structural alterations,new construction and demolitionoperations performed by or for that per- son or organization. (3)The insurance affordedto addi- tional insureds described inPar- agraph 8.a.(1)of this endorse- ment: (a)Only applies to the extent permitted by law; and (b)Will not be broader thanthat which you are required by the written contract,written agreement,written permit or writtenauthorization to pro- vide for such additional in- sured; and (c)Does not apply to any per- son,organization, vendor, state,governmental agency or subdivision or political subdivision,specifically named as an additionalin- sured under any other provi- sion of,or endorsement addedto,this Coverage Part,provided such other provision or endorsement covers the injury or damage for which this insurance ap- plies. b.With respect to the insurance afford- ed to the additional insureds de- scribed in Paragraph 8.a.(1)of this endorsement,the following is added to Section III -Limitsof Insurance: The most we will pay on behalf of the additionalinsured is the amount ofin- surance: Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 14 of 17 (1)Required by the written contract, writtenagreement,written permit or writtenauthorization described in Paragraph 8.a.(1)of this en- dorsement; or (2)Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. c.Section IV -Commercial General Liability Conditions is amended to include the following: AutomaticAdditional Insured Pro- vision This insuranceapplies only if the "bodily injury"or "property damage" occurs,or the "personal andadvertis- ing injury"offense is committed: (1)During the policy period; and (2)Subsequent to your execution of the written contract or written agreement,or the issuance of a writtenpermit or written authori- zation,described in Paragraph 8.a.(1). d.Section IV -Commercial General Liability Conditions is amended as follows: Condition 5.Other Insurance is amended to include: Primary and Noncontributory In- surance This insurance is primary to and will not seek contribution from any other insuranceavailable to an additional insured per Paragraph 8.a.(1)of this endorsement provided that: (1)The additionalinsured is a Named Insured under suchother insurance; and (2)You have agreed in writingina contract,agreement,permit or authorization described in 8.a.(2) of this endorsement thatthis in- surance would be primary and would not seekcontribution from any other insurance available to the additional insured. 9.Property Damage to Borrowed Equip- ment a.The following is added to Exclusion 2.j.Damage to Property under Sec- tion I -Coverage A -Bodily Injury and Property Damage Liability: Paragraphs (3)and (4)of this exclu- sion do not apply to tools or equip- ment loaned to you, provided they are not being used toperform operations at the time of loss. b.With respect to the insurance provid- ed by this sectionof theendorse- ment,the following additional provi- sions apply: (1)The Limits of Insurance shown in the Declarations are replaced by the limits designated in Section B.Limits of Insurance,9. Property Damage to Borrowed Equipment of this endorsement with respect to coverage provid- ed by this en dorsement.These limits are inclusive of and not in addition to the limits being re- placed.The Limits of Insurance shown in Section B.Limitsof Insurance,9.Property Damage to Borrowed Equipment of this endorsement fix the most we will pay in any one "occurrence"re- gardless of the number of: (a)Insureds; (b)Claims made or "suits" brought; or (c)Persons or organizations making claims or bringing "suits". (2)Deductible Clause (a)Our obligation to pay dam- ages on your behalf applies only to the amount of dam- ages for each "occurrence" which are in excess of the Deductible Amount stated in Section B.Limits of Insur- ance,9.Property Damage to Borrowed Equipment of this endorsement.The limits of insurancewill not be re- duced by the application of such deductible amount. (b)Section IV -Commercial General Liability Condi- tions,2.Duties in the Event of Occurrence,of- Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 15 of 17 fense,Claim or Suit,ap- plies to each cl aim or "suit" irrespective of the amount. (c)We may pay any part or all of the deductible amount to effect settlement of any claim or "suit"and,uponno- tification of the action taken, you shall promptly reim- burse us for such part of the deductible amount as has been paid byus. 10.Employees as Insureds -Specified Health Care Services and Good Samar- itan Services Paragraph 2.a.(1)(d)under Section II - Who is an Insured does not apply to: a.Your "employees"who provide pro- fessional health care services on your behalf as a duly licensed nurse, emergency medicaltechnician or paramedic in the jurisdiction wherean "occurrence"or offensetowhichthis insurance applies takes place; or b.Your "employees"or "volunteer work- ers",other than an employed or vol- unteer doctor,providing first aid or good samaritan services during their work hours for you will bedeemed to be acting within the scope of their employment by you or performing du- ties related to the conduct of your business. 11.Broadened Notice of Occurrence Paragraph a.of Condition 2. Duties in the Event of Occurrence,Offense, Claim or Suit under SectionIV-Commercial General Liability Conditions is replaced by the following: a.You must see to it that we are notified as soon as practicable of an "occur- rence"or an offense which may result in a claim.To the extent possible,no- tice should include: (1)How,whenandwhere the "oc- currence"or offense took place; (2)The names and addresses of any injuredpersons and wit- nesses;and (3)The nature and locationofany injury or damage arising out of the "occurrence"or offense. This requirement applies only when the "occurrence"or offense is known to an "authorized representative". 12 .Nonowned Aircraft The following is added to Exclusion 2.g. Aircraft,Au to or Watercraft under Sec- tion I -CoverageA-Bodily Injury and Property Damage Liability: This exclusion does not apply to an air- craft you do not own, provided that: a.The pilot in command holds a current effective certificate,issued by aduly constituted authority of the United States of America or Canada,desig- nating that person as a commercial or airline transport pilot; b.The aircraft is rentedwithatrained, paid crew;and c.The aircraft does nottransport per- sons or cargo for a charge. 13 .Bodily Injury Redefined Section V -Definitions,4."Bodily injury" is replaced by the following: 4."Bodily injury"means bodily harm or injury,sickness,disease,disability, humiliation,shock,fright,mental an- guish or mental injury,including care, loss of services or death resulting from any of these at any time. 14 .Expected or Intended Injury Redefined The lastsentence of Exclusion 2.a.Ex- pected or Intended Injury under Section I -CoverageA-Bodily Injury and Property Damage Liability is replaced by the following: This exclusion does not apply to "bodily injury"or "property damage"resulting from the use of reasonable force to protect per- sons or property. 15 .Former Employeesas Insureds The following is added toParagraph 2. under Section II -Who is an Insured: 2.Each of the following is also an in- sured: Any of your former "employees",di- rectors,managers,members,part- ners or "executiveofficers",including but not limited to retired,disabled or those on leave of absence,but only for acts within the scope of their em- ployment by you or for duties related to the conduct of your business. Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 16 of 17 16.Voluntary Property Damage Coverage a.Coverage D -Voluntary Property Damage Coverage Section I -Coverages is amended to include the following: (1)Insuring Agreement (a)We will pay the cost to re- pair or replace "property damage"to property of oth- ers arising out of operations incidentalto your business when: 1)Damage is caused by you;or 2)Damage occurs while in your possession. At your written request,we will make this payment re- gardless of whether you are at faultfor the "property damage". If you,at our request,re- place,or makeany repairs to, damaged property of others,the amount we will pay under Voluntary Prop- erty Damage Coverage will be determined byyour actu- al cost to replaceor repair the damaged property,ex- cluding any profit or over- head. Any payment we makeun- der Voluntary Property Damage Coverage shall not be interpreted as an admis- sion ofliability by you or by us. It shall be your duty,not our duty,to defend any cl aim or "suit"to which this insurance applies. No other obligation or liabil- ity to pay sums or perform acts or services iscovered. (b)This insurance applies to "property damage"only if: 1)The "property damage" takes placeinthe"cov- erage territory"; and 2)The "property damage" occurs during the policy period. (2)Exclusions This insurance does not apply to "property damage"that would be excluded by Coverage A -Bodi- ly Injury and Property Damage Liability,2.Exclusions,except for j.Damage to Property,par- agraphs (3),(4),(5)and (6),k. Damage to Your Product, and l. Damage to Your Work. (3)Definitions For purposes of Voluntary Property Damage Coverage only,the following definitions un- der Section V -Definitions are replaced by the following: 16."Occurrence"means an in- cident,including continuous or repeated exposureto substantially the same gen- eral harmful conditions that result in "property damage". 20."Property damage"means physical injury to tangible property."Electronic data"is not tangible property,and "property damage"does not include disappearance,ab- straction or theft. b.Care,Custody or Control Liability Coverage For purposes ofthe coverage provid- ed by Care,Custodyor Control Li- ability Coverage in this endorsement only: (1)Section I -Coverage A -Bodily Injury and Property Damage Liability,2.Exclusions,j. Damage to Property,Subpara- graphs (3),(4)and (5)do no t ap- ply to "property damage"to the property of others described therein. (2)It shall be your duty, not our duty, to defendany claim or "suit"to which this insurance applies. No other obligation or liability to pay sums or perform acts or ser- vices iscovered. This Paragraph (2)supersedes any provision in the Coverage Partto the contrary. (3)"Property damage"for which Care,Custody or Control Lia- Includes copyrighted material of Insurance GA 233 TX 09 17 Services Office, Inc.,with its permission.Page 17 of 17 bility Coverage providescover- age shall be deemed tobe caused by an "occurrence"but shall not serve to limit or restrict the applicability of anyexclusion for "property damage"under this Coverage Part. c.Limits of Insurance and Deducti- bles For purposes ofthe coverage provid- ed by Voluntary Property Damage Coverage and Care,Custodyor Control Liability Coverage,Section III -Limits of Insurance is amended to include the following: (1)The Limits of Insurance shown in the Declarations are replaced by the limits designated in Section B.Limitsof Insurance,16. Voluntary Property Damage Coverage and Care,Custody or Control Liability Coverage, in this endorsement.These limits are inclusiveof,and not in addi- tion to,the limits being replaced. The Limits of Insurance shown in the Schedule fix the most we will pay regardless of the number of: (a)Insureds; (b)Claims made or "suits" brought; or (c)Persons or organizations making claims or bringing "suits". (2) (a) Subject to (3)below,the Voluntary Property Dam- age Coverage,Each Occur- rence Limit Of Insurance is the most we will pay for the sum of damages under Vol- untary Property Damage Coverage; (b)The Care,Custody or Con- trol Liability Coverage, Each Occurrence Limit Of Insurance is the most we will pay for the sum of damages under Care,Custody or Control Liability Coverage; because of all "property damage" arisingout of any one "occur- rence". (3)The Voluntary Property Dam- age Coverage,Aggregate Limit of Insurance is the most we will pay for the sum of all damages under Voluntary Property Damage Coverage.This limit applies separately toeach "cov- erage term". (4)Deductible Clause (a)Our obligation to pay dam- ages on your behalf applies only to the amount of dam- ages for each "occurrence" which are in excess of the Deductible Amount stated for the applicable coverage in the Schedule.The limits of insurancewill not be re- duced by the application of such Deductible Amount. (b)Section IV -Commercial General Liability Condi- tions,2.Duties in the Event of Occurrence,of- fense,Claim or Suit,ap- plies to each cl aim or "suit" irrespective of the amount. (c)We may pay any part or all of the Deductible Amount to effect settlement of any claim or "suit"and,uponno- tification of the action taken, you shall promptly reim- burse us for such part of the Deductible Amount as has been paid byus. 17.Broadened Contractual Liability -Work Within 50'of Railroad Property Section V -Definitions,12."Insured con- tract"is amended as follows: a.Paragraph c.is replaced by the fol- lowing: c.Any easement or license agree- ment; b.Paragraph f.(1)is deleted in its entire- ty. 18. Alienated Premises Exclusion 2.j.Damage to Property, Paragraph (2)under Section I -Cover- age A -Bodily Injury and Property Damage Liability does not applyifthe premises are "your work". WORKERS' COMPENSATION AND EMPLOYERS LIABILITY POLICY WC 42 03 04 B Insured copy This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following "attaching clause" need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement, effective on 1/1/20 at 12:01 a.m. standard time, forms a part of: Policy no. 0001246624 of Texas Mutual Insurance Company effective on 1/1/20 Issued to:RAMPART CONSTRUCTION COMPANY LLC This is not a bill NCCI Carrier Code:29939 Authorized representative 1/6/20 1 of 1 PO Box 12058, Austin, TX 78711-2058 texasmutual.com | (800) 859-5995 | Fax (800) 359-0650 WC 42 03 04 B TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1.( )Specific Waiver Name of person or organization (X)Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2.Operations:ALL TEXAS OPERATIONS 3.Premium: The premium charge for this endorsement shall be 2.00 percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4.Advance Premium: Included, see Information Page Bond#325092 0062 13 PERFORMANCE BOND Paget of3 I SECTION OU 62 13 2 PERFORMANCE BOND 3 et THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Rampart Multifamily, LLC , known as 8 "Principal" herein and NGM Insurance Company , a corporate 9 surety(sureties, if more than one) dilly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, 1 1 (CHISHOLM RESIDENCES, LLC), authorized to do business in Texas ("Developer") and the 12 City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum of, 13 Tvro million eighty five thousand five hundred eighty two & 5I100 Dollars ($ 2,085, 582.05 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 jointly unto the Developer and the City as dual 16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 20 CFA Number, CFA19-0132; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer 22 awarded the 31 St day of October , 20 19, which Contract is hereby referred to and 23 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 24 labor and other accessories defined by law, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as LIV Chisholm. 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and 28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as wel I during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in fiull force and effect. CITY OF FORT 1VORTH LI V Chisholm STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Project No, 102262 Revised January 31, 2012 0062 13 PI:RFORIIIANCE BOND Page 2 or3 1 PROVIDED FURTHER, that if any legal action be fiied on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities oil this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the 7th day of January 9 , 2020 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 ATTEST: (Principal) Secretary 4 wun ss as to Princip NAt ess A to ur PRINCIPAL: Rampart Multifamily, LLC BY: Signatu ywo atne nd Title Address: 800 Industrial Blvd, Ste 100 Grapevine, TX 76051 SURETY: NGM Insurance Company BY: ature Sheri R Allen, Attorney -in -Fact Name and Title Address: 55 West Street Keene, NH 03431 Telephone Number: 800-225.6646 "Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised January 31, 2012 LI V Chisholm Project No. 102262 0062 13 PERFORMANCE BOND Page of The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH LI V Chisholm STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS Project No. 102262 Revised January 31, 2012 Bond#325092 0062 14 PAYMENT BOND Page I of SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Rampart Multifamily, LLC ,known as 8 "Principal" herein, and NGM Insurance Company , a 9 corporate surety (or sureties if more than one), duly authorized to do business in the State of Texas, 10 known as "Surety" herein (whether one or more), are held and firstly bound unto the Developer, 1 I (CHISHOLM RESIDENCES, LLC), authorized to do business in Texas "(Developer"), and the 12 City of Fort Worth, a Texas municipal corporation ("City"), ill the penal sum 13 of Two million eighty five thousand five hundred eighty two & 051100 Dollars ($ 2,085,582.05 , 14 lawful money of tile United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment 15 of which sum Well and truly be made jointly unto the Developer and the City as dual obligees, we 16 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 17 firmly by these presents: 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities Agreement, 20 CFA Number, CFA19-0132; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, awarded 22 the 31 St day of October , 20 19, which Contract is hereby referred to 23 and made a part hereof for all purposes as if fully set forth herein, to furnish all materials, 24 equipment, labor and other accessories as defined by law, in the prosecution of the Work as 25 provided for in said Contract and designated as LIV Chisholm. 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. CITY OF FORT WORTH LIV Chisholm STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS Project No. 102262 Revised January 31,2012 00 62 14 PAYMENT BOND Page 2 o1'2 l 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 statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this in-StrUment by duly authorized agents and officers on this the7th day of 6 January , 20 20. 7 8 9 10 11 12 13 14 ATTEST: (Principal) Sectary G Witne A t Principal ATTEST: (Surety) Secretary /t)v I i I fi /VV - W tness as to Surety PRINCIPAL: Rampart Multifamily, LLC Name afid Tit+.16 Address: 800 Industrial Blvd, Ste 100 Grapevine, T% 76051 SURETY: NGM Insurance Company BY:- ignature Sheri R Allen, Attorney -in -Fact Name and Title Address: 55 West Street Keene, NH 03431 Telephone Number: 800.225.5646 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded, END OF SECTION CITY OF FORT WORTH LIV Chisholm STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Project No. 102262 Revised January 31, 2012 i • 4 `: 340 999 6% 0062 19 MAINTENANCE BOND Page 1 of 3 I SECTION 00 62 19 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Rampart Multifamily, LLC , known as 9 "Principal" herein and NGM Insurance Company , a corporate surety 10 (sureties, if more than one) drily authorized to do business in the State of Texas, known as l I "Surety" herein (whether one or more), are held and firmly bound unto the Developer, 12 (CHISHOLM RESIDENCES, LLC), authorized to do business in Texas ("Developer") and the 13 City of Fort Worth, a Texas municipal corporation ("City"), in the sum 14 of Two million eighty five Thousand five hundred eighty two & 05JI00 Dollars (s 2,085,582.05 }, 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment 16 of which sum well and truly be made jointly unto the Developer and the City as dual obligees and 17 their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, 18 jointly and severally, firmly by these presents. 19 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 22 CFA Number, CFA19-0132; and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 31 St day of October , 20 9, which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 28 the "Work") as provided for in said Contract and designated as L1V Chisholm; and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain fi'ee from defects in materials or workmanship for and during the period of hvo (2) years 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH LIV Chisholm STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Project No. 102262 Revised January 31, 2012 0062 19 MAINTENANCE BOND Page 2 of 3 I 2 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 3 upon receiving notice from the Developer and/or City of the need thereof at any time within the 4 Maintenance Period. 5 6 NOW THEREFORE, the condition of this obligation is such that if Principal shall 7 remedy any defective Work, for which timely notice was provided by Developer or City, to a 8 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 9 remain in full force and effect. 10 1 1 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 12 noticed defective Work, it is agreed that the Developer or City may cause any and all such 13 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 14 by the Principal and the Surety under this Maintenance Bond; and 15 16 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 17 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 18 Worth Division; and 19 20 PROVIDED FURTHER, that this obligation shall be continuous in nature and 21 successive recoveries may be had hereon for successive breaches. 22 23 24 CITY OF FORT NORTH LIV Chisholm STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Project No. 102262 Revised January 31, 2012 0062 19 MAINTENANCE BOND Page 3 of I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 7th day of January 3 2020 4 5 6 7 8 10 I ATTEST: 12 13 14 (Principal) Secretary 15 16 17 l 18 19 20 Itr1 as to Prfn6ipal 21 22 23 24 25 26 27 28 29 ATTEST: 30 31 32 (Sure ) Secretary 33 34 / 35 Wit es as to Sur 36 PRINCIPAL: Rampart Multifamily, LLC Address: 800 Industrial Blvd, Ste 100 Grapevine, TX 76051 SURETY: NGM Insurance Company BY: 4Signature �T Sheri R Allen, Attorney -in -Fact Name and Title Address: 55 West Street Keene, NH 03431 Telephone Number: 800.225.5646 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 41 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised JanuaTy 31, 2012 LIV Chisliolm Project No. 102262 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 – Definitions and Terminology 1 1.1 Defined Terms .................................................................................................................................. 1 1.2 Terminology ..................................................................................................................................... 5 Article 2 – Preliminary Matters 6 2.1 Before Starting Construction ........................................................................................................... 6 2.2 Preconstruction Conference ............................................................................................................ 6 2.3 Public Meeting ................................................................................................................................. 6 Article 3 – Contract Documents and Amending 6 3.1 Reference Standards ........................................................................................................................ 6 3.2 Amending and Supplementing Contract Documents .................................................................... 6 Article 4 – Bonds and Insurance 7 4.1 Licensed Sureties and Insurers ........................................................................................................ 7 4.2 Performance, Payment, and Maintenance Bonds ........................................................................... 7 4.3 Certificates of Insurance .................................................................................................................. 7 4.4 Contractor’s Insurance .................................................................................................................... 9 4.5 Acceptance of Bonds and Insurance; Option to Replace ............................................................. 12 Article 5 – Contractor’s Responsibilities 12 5.1 Supervision and Superintendent ................................................................................................... 12 5.2 Labor; Working Hours ................................................................................................................... 13 5.3 Services, Materials, and Equipment ............................................................................................. 13 5.4 Project Schedule ............................................................................................................................ 14 5.5 Substitutes and “Or-Equals” ......................................................................................................... 14 5.6 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ....................................... 16 5.7 Concerning Subcontractors, Suppliers, and Others ..................................................................... 16 5.8 Wage Rates ..................................................................................................................................... 18 5.9 Patent Fees and Royalties .............................................................................................................. 19 5.10 Laws and Regulations ................................................................................................................... 19 5.11 Use of Site and Other Areas .......................................................................................................... 19 5.12 Record Documents ........................................................................................................................ 20 5.13 Safety and Protection ..................................................................................................................... 21 5.14 Safety Representative .................................................................................................................... 21 5.15 Hazard Communication Programs ............................................................................................... 22 5.16 Submittals ...................................................................................................................................... 22 5.17 Contractor’s General Warranty and Guarantee ............................................................................ 23 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 5.18 Indemnification .............................................................................................................................. 24 5.19 Delegation of Professional Design Services ................................................................................. 24 5.20 Right to Audit: ............................................................................................................................... 25 5.21 Nondiscrimination. ........................................................................................................................ 25 Article 6 – Other Work at the Site ...................................................................................................................... 26 6.01 Related Work at Site ...................................................................................................................... 26 Article 7 – City’s Responsibilities. .................................................................................................................... 26 7.1 Inspections, Tests, and Approvals ................................................................................................. 26 7.2 Limitations on City’s Responsibilities .......................................................................................... 26 7.3 Compliance with Safety Program ................................................................................................. 27 Article 8 – City’s Observation Status During Construction .............................................................................. 27 8.1 City’s Project Representative ........................................................................................................ 27 8.2 Authorized Variations in Work ..................................................................................................... 27 8.3 Rejecting Defective Work ........................................................................................................... 27 8.4 Determinations for Work Performed ............................................................................................ 28 Article 9 – Changes in the Work ........................................................................................................................ 28 9.1 Authorized Changes in the Work .................................................................................................. 28 9.2 Notification to Surety .................................................................................................................... 28 Article 10 – Change of Contract Price; Change of Contract Time ................................................................... 28 10.1 Change of Contract Price .............................................................................................................. 28 10.2 Change of Contract Time .............................................................................................................. 28 10.3 Delays ............................................................................................................................................. 28 Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ........................ 29 11.1 Notice of Defects ........................................................................................................................... 29 11.2 Access to Work .............................................................................................................................. 29 11.3 Tests and Inspections ..................................................................................................................... 29 11.4 Uncovering Work ........................................................................................................................ 30 11.5 City May Stop the Work ............................................................................................................... 30 11.6 Correction or Removal of Defective Work................................................................................. 30 11.7 Correction Period ........................................................................................................................... 30 11.8 City May Correct Defective Work ................................................................................................ 31 Article 12 – Completion ..................................................................................................................................... 32 12.1 Contractor’s Warranty of Title ...................................................................................................... 32 12.2 Partial Utilization ........................................................................................................................... 32 12.3 Final Inspection .............................................................................................................................. 32 12.4 Final Acceptance ............................................................................................................................ 33 Article 13 – Suspension of Work ....................................................................................................................... 33 13.01 City May Suspend Work ............................................................................................................... 33 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 Article 14 – Miscellaneous ................................................................................................................................. 34 14.1 Giving Notice ................................................................................................................................. 34 14.2 Computation of Times ................................................................................................................... 34 14.3 Cumulative Remedies .................................................................................................................... 34 14.4 Survival of Obligations.................................................................................................................. 35 14.5 Headings ......................................................................................................................................... 35 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.1 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. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. 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. 3. 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. 4. Buzzsaw – City’s on-line, electronic document management and collaboration system. 5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract—The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents—Those items that make up the contract and which must include the Agreement, and its attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non-Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form (If required by City) k. General Conditions l. Supplementary Conditions m. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project’s Contract Documents o. Drawings p. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor—The individual or entity with whom Developer has entered into the Agreement. 11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer – An individual or entity that desires to make certain improvements within the City of Fort Worth 13. 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. 14. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. 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. 17. General Requirements—A part of the Contract Documents between the Developer and a Contractor. 18. 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. 19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non-Participating Change Order—A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, 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. 22. Participating Change Order—A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, 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. 23. Plans – See definition of Drawings. 24. 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. 25. Project—The Work to be performed under the Contract Documents. 26. Project Representative—The authorized representative of the City who will be assigned to the Site. 27. Public Meeting – An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. 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. CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. 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. 31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. 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. 33. Standard City Conditions – That part of the Contract Documents setting forth requirements of the City. 34. 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. 35. 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. 36. Superintendent – The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions—That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. 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. 40. 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. CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. 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 Participating Change Order, Non-Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. 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. 1.2 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City’s written acceptance. C. 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. D. 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. CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 – PRELIMINARY MATTERS 2.1 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non- Participating Change Orders occur. 2.2 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.3 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. ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING 3.1 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 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. 3.2 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 Participating Change Order or a Non-Participating 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; CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City’s written interpretation or clarification. ARTICLE 4 – BONDS AND INSURANCE 4.1 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 coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.2 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City 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 4.02.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 4.01 and 4.02.C. 4.3 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City 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. CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as “Additional Insured” on all liability policies. 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 these Standard City Conditions. 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. 6. 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. 7. 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. 8. 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%. 9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regard to asset value and stockholders' equity. In CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. 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. 11. 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. 12. 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. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor’s insurance. 4.4 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. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit 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 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. 1. 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 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. 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. 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. 1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage 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 following requirements: 1. The Contractor’s construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: none Write the name of the railroad company. (If none, then write none) 2. 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. 3. The Contractual Liability coverage required by Paragraph 5.04D 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: a. General Aggregate: none Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence: : none Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. 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. b. 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- CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. 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. d. 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. 5. 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. 6. 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. 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. 4.5 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 Developer and 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 Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or 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 5 – CONTRACTOR’S RESPONSIBILITIES 5.1 Supervision and Superintendent 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 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. 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. 5.2 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. 5.3 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 LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 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. 5.4 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 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 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.5 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 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 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 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 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 5.05.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: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor’s achievement of final completion on time; ii. 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; iii. 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: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 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 5.05.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 5.05.A and 5.05.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 5.05.A.2 and 5.05.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. F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.6 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre-qualification 5.7 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 Required for this Contract. (Check this box if there is any City Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City’s MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE 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 MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. 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. B. 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: 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. C. 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. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. 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 these Contract CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.8 Wage Rates Required for this Contract. Not Required for this Contract. 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 31st 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. 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 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 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. 5.9 Patent Fees and Royalties A. 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 the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 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 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 3.01. 5.11 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 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 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. 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 5.18, 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 or Developer, 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 shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. 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. 5.12 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 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 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. 5.13 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 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 5.13.A.2 or 5.13.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. 5.14 Safety Representative Contractor shall inform City in writing of Contractor’s designated safety representative at the Site. CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 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. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 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 5.16.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 5.16.C. 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. CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 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. 5.17 Contractor’s General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor’s warranty and guarantee. B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 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 or Developer 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 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 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 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN 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 SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 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. CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 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 5.19, 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 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. 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. C. 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 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. D. 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. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 – OTHER WORK AT THE SITE 6.01 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. ARTICLE 7 – CITY’S RESPONSIBILITIES 7.1 Inspections, Tests, and Approvals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.2 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 5.13. CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.3 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 5.13. ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION 8.1 City’s Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City’s representative during construction are set forth in the Contract Documents. A. City’s Project Representative 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 Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City’s Project Representative 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 Representative’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 Representative’s visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.2 Authorized Variations in Work City’s Project Representative 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 Developer, and also on Contractor, who shall perform the Work involved promptly. 8.3 Rejecting Defective Work City will have authority to reject Work which City’s Project Representative 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 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.4 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City’s Project Representative 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). ARTICLE 9 – CHANGES IN THE WORK 9.1 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 Participating 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 on a project with City participation, a Field Order may be issued by the City. 9.2 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. ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.1 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.2 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.3 Delays A. 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. CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.1 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. 11.2 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. 11.3 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by 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 11.03 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 LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance 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. 11.4 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. 11.5 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 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.6 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 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City’s special warranty and guarantee, if any, on said Work. 11.7 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 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 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 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City’s written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, 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 and Developer should such additional warranty coverage be required. Contractor’s obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.8 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 11.06.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 and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, 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 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 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 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 11.09. ARTICLE 12 – COMPLETION 12.1 Contractor’s Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.2 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. 12.3 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 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. 12.4 Final Acceptance A. 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 upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. 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. 5. 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. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 – SUSPENSION OF WORK 13.01 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 stop contract time on City participation projects. 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 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 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. ARTICLE 14 – MISCELLANEOUS 14.1 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. 14.2 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. 14.3 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 LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.4 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. 14.5 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 01 11 00 SUMMARY OF WORK Page 1 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 SECTION 01 11 00 1 SUMMARY OF WORK 2 GENERAL 3 SUMMARY 4 A. Section Includes: 5 1. Summary of Work to be performed in accordance with the Contract Documents 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10 2. Division 1 - General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various items bid. 14 No separate payment will be allowed for this Item. 15 1.3 REFERENCES [NOT USED] 16 1.4 ADMINISTRATIVE REQUIREMENTS 17 A. Work Covered by Contract Documents 18 1. Work is to include furnishing all labor, materials, and equipment, and performing 19 all Work necessary for this construction project as detailed in the Drawings and 20 Specifications. 21 B. Subsidiary Work 22 1. Any and all Work specifically governed by documentary requirements for the 23 project, such as conditions imposed by the Drawings or Contract Documents in 24 which no specific item for bid has been provided for in the Proposal and the item is 25 not a typical unit bid item included on the standard bid item list, then the item shall 26 be considered as a subsidiary item of Work, the cost of which shall be included in 27 the price bid in the Proposal for various bid items. 28 C. Use of Premises 29 1. Coordinate uses of premises under direction of the City. 30 2. Assume full responsibility for protection and safekeeping of materials and 31 equipment stored on the Site. 32 3. Use and occupy only portions of the public streets and alleys, or other public places 33 or other rights-of-way as provided for in the ordinances of the City, as shown in the 34 Contract Documents, or as may be specifically authorized in writing by the City. 35 a. A reasonable amount of tools, materials, and equipment for construction 36 purposes may be stored in such space, but no more than is necessary to avoid 37 delay in the construction operations. 38 01 11 00 SUMMARY OF WORK Page 2 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 b. Excavated and waste materials shall be stored in such a way as not to interfere 1 with the use of spaces that may be designated to be left free and unobstructed 2 and so as not to inconvenience occupants of adjacent property. 3 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4 manner as not to interfere with the operation of the railroad. 5 All Work shall be in accordance with railroad requirements set forth in Division 6 0 as well as the railroad permit. 7 D. Work within Easements 8 1. Do not enter upon private property for any purpose without having previously 9 obtained permission from the owner of such property. 10 2. Do not store equipment or material on private property unless and until the 11 specified approval of the property owner has been secured in writing by the 12 Contractor and a copy furnished to the City. 13 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14 obstructions which must be removed to make possible proper prosecution of the 15 Work as a part of the project construction operations. 16 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, 17 plants, lawns, fences, culverts, curbing, and all other types of structures or 18 improvements, to all water, sewer, and gas lines, to all conduits, overhead pole 19 lines, or appurtenances thereof, including the construction of temporary fences 20 and to all other public or private property adjacent to the Work. 21 5. Notify the proper representatives of the owners or occupants of the public or 22 private lands of interest in lands which might be affected by the Work. 23 a. Such notice shall be made at least 48 hours in advance of the beginning of 24 the Work. 25 b. Notices shall be applicable to both public and private utility companies and 26 any corporation, company, individual, or other, either as owners or 27 occupants, whose land or interest in land might be affected by the Work. 28 c. Be responsible for all damage or injury to property of any character 29 resulting from any act, omission, neglect, or misconduct in the manner or 30 method or execution of the Work, or at any time due to defective work, 31 material, or equipment. 32 6. Fence 33 a. Restore all fences encountered and removed during construction of the 34 Project to the original or a better than original condition. 35 b. Erect temporary fencing in place of the fencing removed whenever the 36 Work is not in progress and when the site is vacated overnight, and/or at all 37 times to provide site security. 38 c. The cost for all fence work within easements, including removal, temporary 39 closures and replacement, shall be subsidiary to the various items bid in the 40 project proposal, unless a bid item is specifically provided in the proposal. 41 01 11 00 SUMMARY OF WORK Page 3 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects Project No. 102268 Revised December 20, 2012 1.5 SUBMITTALS [NOT USED] 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 01 31 19 PRECONSTRUCTION MEETING Page 1 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 SECTION 01 31 19 1 PRECONSTRUCTION MEETING 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 6 clarify construction contract administration procedures 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. No construction schedule required unless requested by the City. 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. Coordination 19 1. Attend preconstruction meeting. 20 2. Representatives of Contractor, subcontractors and suppliers attending meetings 21 shall be qualified and authorized to act on behalf of the entity each represents. 22 3. Meeting administered by City may be tape recorded. 23 a. If recorded, tapes will be used to prepare minutes and retained by City for 24 future reference. 25 B. Preconstruction Meeting 26 1. A preconstruction meeting will be held within 14 days after the delivery of the 27 distribution package to the City. 28 The meeting will be scheduled and administered by the City. 29 2. The Project Representative will preside at the meeting, prepare the notes of the 30 meeting and distribute copies of same to all participants who so request by fully 31 completing the attendance form to be circulated at the beginning of the meeting. 32 3. Attendance shall include: 33 a. Developer and Consultant 34 b. Contractor's project manager 35 c. Contractor's superintendent 36 d. Any subcontractor or supplier representatives whom the Contractor may 37 desire to invite or the City may request 38 39 01 31 19 PRECONSTRUCTION MEETING Page 2 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 e. Other City representatives 1 f. Others as appropriate 2 4. Preliminary Agenda may include: 3 a. Introduction of Project Personnel 4 b. General Description of Project 5 c. Status of right-of-way, utility clearances, easements or other pertinent permits 6 d. Contractor’s work plan and schedule 7 e. Contract Time 8 f. Notice to Proceed 9 g. Construction Staking 10 h. Progress Payments 11 i. Extra Work and Change Order Procedures 12 j. Field Orders 13 k. Disposal Site Letter for Waste Material 14 l. Insurance Renewals 15 m. Payroll Certification 16 n. Material Certifications and Quality Control Testing 17 o. Public Safety and Convenience 18 p. Documentation of Pre-Construction Conditions 19 q. Weekend Work Notification 20 r. Legal Holidays 21 s. Trench Safety Plans 22 t. Confined Space Entry Standards 23 u. Coordination with the City’s representative for operations of existing water 24 systems 25 v. Storm Water Pollution Prevention Plan 26 w. Coordination with other Contractors 27 x. Early Warning System 28 y. Contractor Evaluation 29 z. Special Conditions applicable to the project 30 aa. Damages Claims 31 bb. Submittal Procedures 32 cc. Substitution Procedures 33 dd. Correspondence Routing 34 ee. Record Drawings 35 ff. Temporary construction facilities 36 gg. MBE/SBE procedures 37 hh. Final Acceptance 38 ii. Final Payment 39 jj. Questions or Comments 40 01 31 19 PRECONSTRUCTION MEETING Page 3 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 1.5 SUBMITTALS [NOT USED] 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 01 33 00 DAP SUBMITTALS Page 1 of 8 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 SECTION 01 33 00 1 DAP SUBMITTALS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. General methods and requirements of submissions applicable to the following Work-6 related submittals: 7 a. Shop Drawings 8 b. Product Data (including Standard Product List submittals) 9 c. Samples 10 d. Mock Ups 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. No 19 separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Coordination 23 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals 24 from the requirements of the Contract Documents. 25 2. Coordination of Submittal Times 26 a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing 27 the related Work or other applicable activities, or within the time specified in the 28 individual Work Sections, of the Specifications. 29 b. Contractor is responsible such that the installation will not be delayed by processing 30 times including, but not limited to: 31 a) Disapproval and resubmittal (if required) 32 b) Coordination with other submittals 33 c) Testing 34 d) Purchasing 35 e) Fabrication 36 f) Delivery 37 Similar sequenced activities 38 c. No extension of time will be authorized because of the Contractor's failure to 39 transmit submittals sufficiently in advance of the Work. 40 01 33 00 DAP SUBMITTALS Page 2 of 8 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 d. Make submittals promptly in accordance with approved schedule, and in such 1 sequence as to cause no delay in the Work or in the work of any other contractor. 2 B. Submittal Numbering 3 1. When submitting shop drawings or samples, utilize a 9-character submittal cross-4 reference identification numbering system in the following manner: 5 a. Use the first 6 digits of the applicable Specification Section Number. 6 b. For the next 2 digits number use numbers 01-99 to sequentially number each 7 initial separate item or drawing submitted under each specific Section number. 8 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 9 A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical 10 submittal number would be as follows: 11 12 03 30 00-08-B 13 14 1) 03 30 00 is the Specification Section for Concrete 15 2) 08 is the eighth initial submittal under this Specification Section 16 3) B is the third submission (second resubmission) of that particular shop 17 drawing 18 C. Contractor Certification 19 1. Review shop drawings, product data and samples, including those by 20 subcontractors, prior to submission to determine and verify the following: 21 a. Field measurements 22 b. Field construction criteria 23 c. Catalog numbers and similar data 24 d. Conformance with the Contract Documents 25 2. Provide each shop drawing, sample and product data submitted by the Contractor 26 with a Certification Statement affixed including: 27 a. The Contractor's Company name 28 b. Signature of submittal reviewer 29 c. Certification Statement 30 1) “By this submittal, I hereby represent that I have determined and verified 31 field measurements, field construction criteria, materials, dimensions, 32 catalog numbers and similar data and I have checked and coordinated each 33 item with other applicable approved shop drawings." 34 D. Submittal Format 35 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 36 2. Bind shop drawings and product data sheets together. 37 3. Order 38 a. Cover Sheet 39 1) Description of Packet 40 2) Contractor Certification 41 b. List of items / Table of Contents 42 c. Product Data /Shop Drawings/Samples /Calculations 43 E. Submittal Content 44 1. The date of submission and the dates of any previous submissions 45 01 33 00 DAP SUBMITTALS Page 3 of 8 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 2. The Project title and number 1 3. Contractor identification 2 4. The names of: 3 a. Contractor 4 b. Supplier 5 c. Manufacturer 6 5. Identification of the product, with the Specification Section number, page and 7 paragraph(s) 8 6. Field dimensions, clearly identified as such 9 7. Relation to adjacent or critical features of the Work or materials 10 8. Applicable standards, such as ASTM or Federal Specification numbers 11 9. Identification by highlighting of deviations from Contract Documents 12 10. Identification by highlighting of revisions on resubmittals 13 11. An 8-inch x 3-inch blank space for Contractor and City stamps 14 F. Shop Drawings 15 1. As specified in individual Work Sections includes, but is not necessarily limited to: 16 a. Custom-prepared data such as fabrication and erection/installation (working) 17 drawings 18 b. Scheduled information 19 c. Setting diagrams 20 d. Actual shopwork manufacturing instructions 21 e. Custom templates 22 f. Special wiring diagrams 23 g. Coordination drawings 24 h. Individual system or equipment inspection and test reports including: 25 1) Performance curves and certifications 26 i. As applicable to the Work 27 2. Details 28 a. Relation of the various parts to the main members and lines of the structure 29 b. Where correct fabrication of the Work depends upon field measurements 30 Provide such measurements and note on the drawings prior to submitting for 31 approval. 32 G. Product Data 33 1. For submittals of product data for products included on the City’s Standard Product 34 List, clearly identify each item selected for use on the Project. 35 2. For submittals of product data for products not included on the City’s Standard 36 Product List, submittal data may include, but is not necessarily limited to: 37 a. Standard prepared data for manufactured products (sometimes referred to as 38 catalog data) 39 1) Such as the manufacturer's product specification and installation instructions 40 2) Availability of colors and patterns 41 3) Manufacturer's printed statements of compliances and applicability 42 4) Roughing-in diagrams and templates 43 5) Catalog cuts 44 01 33 00 DAP SUBMITTALS Page 4 of 8 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 6) Product photographs 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended spare-parts 6 listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include, but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches and 14 range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing, as applicable to the Work 18 I. Do not start Work requiring a shop drawing, sample or product data nor any material to be 19 fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site construction accomplished which 21 does not conform to approved shop drawings and data is at the Contractor's risk. 22 2. The City will not be liable for any expense or delay due to corrections or remedies 23 required to accomplish conformity. 24 3. Complete project Work, materials, fabrication, and installations in conformance with 25 approved shop drawings, applicable samples, and product data. 26 J. Submittal Distribution 27 1. Electronic Distribution 28 a. Confirm development of Project directory for electronic submittals to be uploaded 29 to City’s Buzzsaw site, or another external FTP site approved by the City. 30 b. Shop Drawings 31 1) Upload submittal to designated project directory and notify appropriate City 32 representatives via email of submittal posting. 33 2) Hard Copies 34 a) 3 copies for all submittals 35 b) If Contractor requires more than 1 hard copy of Shop Drawings returned, 36 Contractor shall submit more than the number of copies listed above. 37 c. Product Data 38 1) Upload submittal to designated project directory and notify appropriate City 39 representatives via email of submittal posting. 40 2) Hard Copies 41 a) 3 copies for all submittals 42 d. Samples 43 1) Distributed to the Project Representative 44 2. Hard Copy Distribution (if required in lieu of electronic distribution) 45 46 47 01 33 00 DAP SUBMITTALS Page 5 of 8 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 a. Shop Drawings 1 1) Distributed to the City 2 2) Copies 3 a. 8 copies for mechanical submittals 4 b. 7 copies for all other submittals 5 c. If Contractor requires more than 3 copies of Shop Drawings returned, 6 Contractor shall submit more than the number of copies listed above. 7 b. Product Data 8 1) Distributed to the City 9 2) Copies 10 a) 4 copies 11 c. Samples 12 1) Distributed to the Project Representative 13 2) Copies 14 a) Submit the number stated in the respective Specification Sections. 15 3. Distribute reproductions of approved shop drawings and copies of approved product 16 data and samples, where required, to the job site file and elsewhere as directed by 17 the City. 18 a. Provide number of copies as directed by the City but not exceeding the number 19 previously specified. 20 K. Submittal Review 21 1. The review of shop drawings, data and samples will be for general conformance with 22 the design concept and Contract Documents. This is not to be construed as: 23 a. Permitting any departure from the Contract requirements 24 b. Relieving the Contractor of responsibility for any errors, including details, 25 dimensions, and materials 26 c. Approving departures from details furnished by the City, except as otherwise 27 provided herein 28 2. The review and approval of shop drawings, samples or product data by the City does 29 not relieve the Contractor from his/her responsibility with regard to the fulfillment of 30 the terms of the Contract. 31 a. All risks of error and omission are assumed by the Contractor, and the City will 32 have no responsibility therefore. 33 3. The Contractor remains responsible for details and accuracy, for coordinating the Work 34 with all other associated work and trades, for selecting fabrication processes, for 35 techniques of assembly and for performing Work in a safe manner. 36 4. If the shop drawings, data or samples as submitted describe variations and show a 37 departure from the Contract requirements which City finds to be in the interest of the 38 City and to be so minor as not to involve a change in Contract Price or time for 39 performance, the City may return the reviewed drawings without noting an exception. 40 5. Submittals will be returned to the Contractor under 1 of the following codes: 41 a. Code 1 42 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 43 comments on the submittal. 44 a. When returned under this code the Contractor may release the equipment 45 and/or material for manufacture. 46 b. Code 2 47 01 33 00 DAP SUBMITTALS Page 6 of 8 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the 1 notations and comments IS NOT required by the Contractor. 2 a. The Contractor may release the equipment or material for manufacture; 3 however, all notations and comments must be incorporated into the final 4 product. 5 c. Code 3 6 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned 7 when notations and comments are extensive enough to require a resubmittal of 8 the package. 9 a) The Contractor may release the equipment or material for manufacture; 10 however, all notations and comments must be incorporated into the final 11 product. 12 b) This resubmittal is to address all comments, omissions and non-conforming 13 items that were noted. 14 c) Resubmittal is to be received by the City within 15 Calendar Days of the 15 date of the City's transmittal requiring the resubmittal. 16 d. Code 4 17 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of 18 the Contract Documents. 19 a) The Contractor must resubmit the entire package revised to bring the 20 submittal into conformance. 21 b) It may be necessary to resubmit using a different manufacturer/vendor to 22 meet the Contract Documents. 23 6. Resubmittals 24 a. Handled in the same manner as first submittals 25 1) Corrections other than requested by the City 26 2) Marked with revision triangle or other similar method 27 a) At Contractor’s risk if not marked 28 b. Submittals for each item will be reviewed no more than twice at the City’s expense. 29 1) All subsequent reviews will be performed at times convenient to the City and at 30 the Contractor's expense, based on the City's or City Representative’s then 31 prevailing rates. 32 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all 33 such fees invoiced by the City. 34 c. The need for more than 1 resubmission or any other delay in obtaining City's 35 review of submittals, will not entitle the Contractor to an extension of Contract 36 Time. 37 7. Partial Submittals 38 a. City reserves the right to not review submittals deemed partial, at the City’s 39 discretion. 40 b. Submittals deemed by the City to be not complete will be returned to the 41 Contractor, and will be considered "Not Approved" until resubmitted. 42 c. The City may at its option provide a list or mark the submittal directing the 43 Contractor to the areas that are incomplete. 44 8. If the Contractor considers any correction indicated on the shop drawings to constitute a 45 change to the Contract Documents, then written notice must be provided thereof to the 46 Developer at least 7 Calendar Days prior to release for manufacture. 47 01 33 00 DAP SUBMITTALS Page 7 of 8 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 9. When the shop drawings have been completed to the satisfaction of the City, the 1 Contractor may carry out the construction in accordance therewith and no further 2 changes therein except upon written instructions from the City. 3 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 4 following receipt of submittal by the City. 5 L. Mock ups 6 1. Mock Up units as specified in individual Sections, include, but are not necessarily 7 limited to, complete units of the standard of acceptance for that type of Work to be used 8 on the Project. Remove at the completion of the Work or when directed. 9 M. Qualifications 10 If specifically required in other Sections of these Specifications, submit a P.E. Certification 11 for each item required. 12 N. Request for Information (RFI) 13 1. Contractor Request for additional information 14 a. Clarification or interpretation of the contract documents 15 b. When the Contractor believes there is a conflict between Contract Documents 16 c. When the Contractor believes there is a conflict between the Drawings and 17 Specifications 18 1) Identify the conflict and request clarification 19 2. Sufficient information shall be attached to permit a written response without further 20 information. 21 22 23 24 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 01 33 00 DAP SUBMITTALS Page 8 of 8 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 1 2 3 4 PART 2 – PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 8 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days 9 01 35 13 SPECIAL PROJECT PROCEDURES Page 1 of 7 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 SECTION 01 35 13 1 SPECIAL PROJECT PROCEDURES 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. The procedures for special project circumstances that includes, but is not limited to: 6 a. Coordination with the Texas Department of Transportation 7 b. Work near High Voltage Lines 8 c. Confined Space Entry Program 9 d. Air Pollution Watch Days 10 e. Use of Explosives, Drop Weight, Etc. 11 f. Water Department Notification 12 g. Public Notification Prior to Beginning Construction 13 h. Coordination with United States Army Corps of Engineers 14 i. Coordination within Railroad permits areas 15 j. Dust Control 16 k. Employee Parking 17 l. {Coordination with North Central Texas Council of Governments Clean 18 Construction Specification [remove if not required]} 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 3. Section 33 12 25 – Connection to Existing Water Mains 25 26 1.2 REFERENCES 27 A. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference standard 29 published at the time of the latest revision date logged at the end of this Specification, 30 unless a date is specifically cited. 31 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High 32 Voltage Overhead Lines. 33 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 34 Specification 35 1.3 ADMINISTRATIVE REQUIREMENTS 36 A. Coordination with the Texas Department of Transportation 37 1. When work in the right-of-way which is under the jurisdiction of the Texas Department 38 of Transportation (TxDOT): 39 a. Notify the Texas Department of Transportation prior to commencing any work 40 therein in accordance with the provisions of the permit 41 01 35 13 SPECIAL PROJECT PROCEDURES Page 2 of 7 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 b. All work performed in the TxDOT right-of-way shall be performed in compliance 1 with and subject to approval from the Texas Department of Transportation 2 B. Work near High Voltage Lines 3 1. Regulatory Requirements 4 a. All Work near High Voltage Lines (more than 600 volts measured between 5 conductors or between a conductor and the ground) shall be in accordance with 6 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 7 2. Warning sign 8 a. Provide sign of sufficient size meeting all OSHA requirements. 9 3. Equipment operating within 10 feet of high voltage lines will require the following 10 safety features 11 a. Insulating cage-type of guard about the boom or arm 12 b. Insulator links on the lift hook connections for back hoes or dippers 13 c. Equipment must meet the safety requirements as set forth by OSHA and the safety 14 requirements of the owner of the high voltage lines 15 4. Work within 6 feet of high voltage electric lines 16 a. Notification shall be given to: 17 1) The power company (example: ONCOR) 18 a) Maintain an accurate log of all such calls to power company and record 19 action taken in each case. 20 b. Coordination with power company 21 1) After notification coordinate with the power company to: 22 a) Erect temporary mechanical barriers, de-energize the lines, or raise or lower 23 the lines 24 c. No personnel may work within 6 feet of a high voltage line before the above 25 requirements have been met. 26 C. Confined Space Entry Program 27 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA 28 requirements. 29 2. Confined Spaces include: 30 a. Manholes 31 b. All other confined spaces in accordance with OSHA’s Permit Required for 32 Confined Spaces 33 D. Use of Explosives, Drop Weight, Etc. 34 1. When Contract Documents permit on the project the following will apply: 35 a. Public Notification 36 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior 37 to commencing. 38 2) Minimum 24 hour public notification in accordance with Section 01 31 13 39 E. Water Department Coordination 40 41 1. During the construction of this project, it will be necessary to deactivate, for a 42 period of time, existing lines. The Contractor shall be required to coordinate with 43 the Water Department to determine the best times for deactivating and activating 44 those lines. 45 01 35 13 SPECIAL PROJECT PROCEDURES Page 3 of 7 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 2. Coordinate any event that will require connecting to or the operation of an existing 1 City water line system with the City’s representative. 2 a. Coordination shall be in accordance with Section 33 12 25. 3 b. If needed, obtain a hydrant water meter from the Water Department for use 4 during the life of named project. 5 c. In the event that a water valve on an existing live system be turned off and 6 on to accommodate the construction of the project is required, coordinate 7 this activity through the appropriate City representative. 8 1) Do not operate water line valves of existing water system. 9 a) Failure to comply will render the Contractor in violation of Texas 10 Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the 11 Contractor will be prosecuted to the full extent of the law. 12 b) In addition, the Contractor will assume all liabilities and 13 responsibilities as a result of these actions. 14 F. Public Notification Prior to Beginning Construction 15 1. Prior to beginning construction on any block in the project, on a block by block 16 basis, prepare and deliver a notice or flyer of the pending construction to the front 17 door of each residence or business that will be impacted by construction. The notice 18 shall be prepared as follows: 19 a. Post notice or flyer 7 days prior to beginning any construction activity on each 20 block in the project area. 21 1) Prepare flyer on the Contractor’s letterhead and include the following 22 information: 23 a) Name of Project 24 b) City Project No (CPN) 25 c) Scope of Project (i.e. type of construction activity) 26 d) Actual construction duration within the block 27 e) Name of the contractor’s foreman and phone number 28 f) Name of the City’s inspector and phone number 29 g) City’s after-hours phone number 30 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit A. 31 3) Submit schedule showing the construction start and finish time for each block 32 of the project to the inspector. 33 4) Deliver flyer to the City Inspector for review prior to distribution. 34 b. No construction will be allowed to begin on any block until the flyer is delivered to 35 all residents of the block. 36 G. Public Notification of Temporary Water Service Interruption during Construction 37 1. In the event it becomes necessary to temporarily shut down water service to 38 residents or businesses during construction, prepare and deliver a notice or flyer of 39 the pending interruption to the front door of each affected resident. 40 2. Prepared notice as follows: 41 a. The notification or flyer shall be posted 24 hours prior to the temporary 42 interruption. 43 b. Prepare flyer on the contractor’s letterhead and include the following information: 44 1) Name of the project 45 2) City Project Number 46 3) Date of the interruption of service 47 4) Period the interruption will take place 48 01 35 13 SPECIAL PROJECT PROCEDURES Page 4 of 7 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 5) Name of the contractor’s foreman and phone number 1 6) Name of the City’s inspector and phone number 2 c. A sample of the temporary water service interruption notification is attached as 3 Exhibit B. 4 d. Deliver a copy of the temporary interruption notification to the City inspector for 5 review prior to being distributed. 6 e. No interruption of water service can occur until the flyer has been delivered to all 7 affected residents and businesses. 8 f. Electronic versions of the sample flyers can be obtained from the Project 9 Construction Inspector. 10 H. Coordination with United States Army Corps of Engineers (USACE) 11 1. At locations in the Project where construction activities occur in areas where USACE 12 permits are required, meet all requirements set forth in each designated permit. 13 I. Coordination within Railroad Permit Areas 14 1. At locations in the project where construction activities occur in areas where railroad 15 permits are required, meet all requirements set forth in each designated railroad permit. 16 This includes, but is not limited to, provisions for: 17 a. Flagmen 18 b. Inspectors 19 c. Safety training 20 d. Additional insurance 21 e. Insurance certificates 22 f. Other employees required to protect the right-of-way and property of the Railroad 23 Company from damage arising out of and/or from the construction of the project. 24 Proper utility clearance procedures shall be used in accordance with the permit 25 guidelines. 26 2. Obtain any supplemental information needed to comply with the railroad’s 27 requirements. 28 J. Dust Control 29 1. Use acceptable measures to control dust at the Site. 30 a. If water is used to control dust, capture and properly dispose of waste water. 31 b. If wet saw cutting is performed, capture and properly dispose of slurry. 32 K. Employee Parking 33 1. Provide parking for employees at locations approved by the City. 34 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 35 Construction Specification [if required for the project] 36 1. Comply with equipment, operational, reporting and enforcement requirements set forth 37 in NCTCOG’s Clean Construction Specification.} 38 01 35 13 SPECIAL PROJECT PROCEDURES Page 5 of 7 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 1.4 SUBMITTALS [NOT USED] 1 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.6 CLOSEOUT SUBMITTALS [NOT USED] 3 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.8 QUALITY ASSURANCE [NOT USED] 5 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.10 FIELD [SITE] CONDITIONS [NOT USED] 7 1.11 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.3.B – Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 13 01 35 13 SPECIAL PROJECT PROCEDURES Page 6 of 7 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 EXHIBIT A 1 (To be printed on Contractor’s Letterhead) 2 3 4 5 Date: 6 7 CPN No.: 8 Project Name: 9 Mapsco Location: 10 Limits of Construction: 11 12 13 14 15 16 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18 PROPERTY. 19 20 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF 21 THIS NOTICE. 22 23 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24 ISSUE, PLEASE CALL: 25 26 27 Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28 29 OR 30 31 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32 33 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34 35 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36 37 01 35 13 SPECIAL PROJECT PROCEDURES Page 7 of 7 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 EXHIBIT B 1 2 3 4 01 45 23 TESTING AND INSPECTION SERVICES Page 1 of 2 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 SECTION 01 45 23 1 TESTING AND INSPECTION SERVICES 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Testing and inspection services procedures and coordination 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various Items bid. 14 No separate payment will be allowed for this Item. 15 a. Contractor is responsible for performing, coordinating, and payment of all 16 Quality Control testing. 17 b. City is responsible for performing and payment for first set of Quality 18 Assurance testing. 19 1) If the first Quality Assurance test performed by the City fails, the 20 Contractor is responsible for payment of subsequent Quality Assurance 21 testing until a passing test occurs. 22 a) Final acceptance will not be issued by City until all required payments 23 for testing by Contractor have been paid in full. 24 1.3 REFERENCES [NOT USED] 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Testing 27 1. Complete testing in accordance with the Contract Documents. 28 2. Coordination 29 a. When testing is required to be performed by the City, notify City, sufficiently 30 in advance, when testing is needed. 31 b. When testing is required to be completed by the Contractor, notify City, 32 sufficiently in advance, that testing will be performed. 33 3. Distribution of Testing Reports 34 a. Electronic Distribution 35 1) Confirm development of Project directory for electronic submittals to be 36 uploaded to City’s Buzzsaw site, or another form of distribution approved 37 by the City. 38 39 40 01 45 23 TESTING AND INSPECTION SERVICES Page 2 of 2 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised August 30, 2013 2) Upload test reports to designated project directory and notify appropriate 1 City representatives via email of submittal posting. 2 3) Hard Copies 3 a) 1 copy for all submittals submitted to the Project Representative 4 b. Hard Copy Distribution (if required in lieu of electronic distribution) 5 1) Tests performed by City 6 a) Distribute 1 hard copy to the Contractor 7 2) Tests performed by the Contractor 8 a) Distribute 3 hard copies to City’s Project Representative 9 4. Provide City’s Project Representative with trip tickets for each delivered 10 load of Concrete or Lime material including the following information: 11 a. Name of pit 12 b. Date of delivery 13 c. Material delivered 14 B. Inspection 15 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 16 perform work in accordance with the Contract Documents. 17 1.5 SUBMITTALS [NOT USED] 18 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 19 1.7 CLOSEOUT SUBMITTALS [NOT USED] 20 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 21 1.9 QUALITY ASSURANCE [NOT USED] 22 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY [NOT USED] 25 PART 2 - PRODUCTS [NOT USED] 26 PART 3 - EXECUTION [NOT USED] 27 END OF SECTION 28 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 01 50 00 TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised JULY 1, 2011 SECTION 01 50 00 1 TEMPORARY FACILITIES AND CONTROLS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Provide temporary facilities and controls needed for the Work including, but not 6 necessarily limited to: 7 a. Temporary utilities 8 b. Sanitary facilities 9 c. Storage Sheds and Buildings 10 d. Dust control 11 e. Temporary fencing of the construction site 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 – General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Temporary Utilities 24 1. Obtaining Temporary Service 25 a. Make arrangements with utility service companies for temporary services. 26 b. Abide by rules and regulations of utility service companies or authorities 27 having jurisdiction. 28 c. Be responsible for utility service costs until Work is approved for Final 29 Acceptance. 30 1) Included are fuel, power, light, heat and other utility services necessary for 31 execution, completion, testing and initial operation of Work. 32 2. Water 33 a. Contractor to provide water required for and in connection with Work to be 34 performed and for specified tests of piping, equipment, devices or other use as 35 required for the completion of the Work. 36 b. Provide and maintain adequate supply of potable water for domestic 37 consumption by Contractor personnel and City’s Project Representatives. 38 c. Coordination 39 1) Contact City 1 week before water for construction is desired 40 41 01 50 00 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised JULY 1, 2011 d. Contractor Payment for Construction Water 1 1) Obtain construction water meter from City for payment as billed by City’s 2 established rates. 3 3. Electricity and Lighting 4 a. Provide and pay for electric powered service as required for Work, including 5 testing of Work. 6 Provide power for lighting, operation of equipment, or other use. 7 b. Electric power service includes temporary power service or generator to 8 maintain operations during scheduled shutdown. 9 4. Telephone 10 a. Provide emergency telephone service at Site for use by Contractor personnel 11 and others performing work or furnishing services at Site. 12 5. Temporary Heat and Ventilation 13 a. Provide temporary heat as necessary for protection or completion of Work. 14 b. Provide temporary heat and ventilation to assure safe working conditions. 15 B. Sanitary Facilities 16 1. Provide and maintain sanitary facilities for persons on Site. 17 a. Comply with regulations of State and local departments of health. 18 2. Enforce use of sanitary facilities by construction personnel at job site. 19 a. Enclose and anchor sanitary facilities. 20 b. No discharge will be allowed from these facilities. 21 c. Collect and store sewage and waste so as not to cause nuisance or health 22 problem. 23 d. Haul sewage and waste off-site at no less than weekly intervals and properly 24 dispose in accordance with applicable regulation. 25 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 26 4. Remove facilities at completion of Project 27 C. Storage Sheds and Buildings 28 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor 29 above ground level for materials and equipment susceptible to weather damage. 30 2. Storage of materials not susceptible to weather damage may be on blocks off 31 ground. 32 3. Store materials in a neat and orderly manner. 33 a. Place materials and equipment to permit easy access for identification, 34 inspection and inventory. 35 4. Equip building with lockable doors and lighting, and provide electrical service for 36 equipment space heaters and heating or ventilation as necessary to provide storage 37 environments acceptable to specified manufacturers. 38 5. Fill and grade site for temporary structures to provide drainage away from 39 temporary and existing buildings. 40 6. Remove building from site prior to Final Acceptance. 41 D. Temporary Fencing 42 1. Provide and maintain for the duration or construction when required in contract 43 documents 44 E. Dust Control 45 01 50 00 TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised JULY 1, 2011 1. Contractor is responsible for maintaining dust control through the duration of the 1 project. 2 a. Contractor remains on-call at all times 3 b. Must respond in a timely manner 4 F. Temporary Protection of Construction 5 1. Contractor or subcontractors are responsible for protecting Work from damage due 6 to weather. 7 1.5 SUBMITTALS [NOT USED] 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 13 1.11 FIELD [SITE] CONDITIONS [NOT USED] 14 1.12 WARRANTY [NOT USED] 15 PART 2 - PRODUCTS [NOT USED] 16 PART 3 - EXECUTION [NOT USED] 17 3.1 INSTALLERS [NOT USED] 18 3.2 EXAMINATION [NOT USED] 19 3.3 PREPARATION [NOT USED] 20 3.4 INSTALLATION 21 A. Temporary Facilities 22 1. Maintain all temporary facilities for duration of construction activities as needed. 23 3.5 [REPAIR] / [RESTORATION] 24 3.6 RE-INSTALLATION 25 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 26 3.8 SYSTEM STARTUP [NOT USED] 27 3.9 ADJUSTING [NOT USED] 28 3.10 CLEANING [NOT USED] 29 3.11 CLOSEOUT ACTIVITIES 30 A. Temporary Facilities 31 32 33 34 01 50 00 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised JULY 1, 2011 1. Remove all temporary facilities and restore area after completion of the Work, 1 to a condition equal to or better than prior to start of Work. 2 3.12 PROTECTION [NOT USED] 3 3.13 MAINTENANCE [NOT USED] 4 3.14 ATTACHMENTS [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE 8 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised July 1, 2011 SECTION 01 55 26 1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Administrative procedures for: 6 a. Street Use Permit 7 b. Modification of approved traffic control 8 c. Removal of Street Signs 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include, but are not necessarily limited to: 12 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 13 2. Division 1 – General Requirements 14 3. Section 34 71 13 – Traffic Control 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. Reference Standards 21 1. Reference standards cited in this specification refer to the current reference standard 22 published at the time of the latest revision date logged at the end of this 23 specification, unless a date is specifically cited. 24 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. Traffic Control 27 1. General 28 a. When traffic control plans are included in the Drawings, provide Traffic 29 Control in accordance with Drawings and Section 34 71 13. 30 b. When traffic control plans are not included in the Drawings, prepare traffic 31 control plans in accordance with Section 34 71 13 and submit to City for 32 review. 33 1) Allow minimum 10 working days for review of proposed Traffic Control. 34 B. Street Use Permit 35 1. Prior to installation of Traffic Control, a City Street Use Permit is required. 36 a. To obtain Street Use Permit, submit Traffic Control Plans to City 37 Transportation and Public Works Department. 38 39 40 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised July 1, 2011 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 SUBMITTALS/INFORMATIONAL 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 37 38 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised July 1, 2011 Revision Log DATE NAME SUMMARY OF CHANGE 1 01 57 13 STORM WATER POLLUTION PREVENTION Page 1 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised July 1, 2011 SECTION 01 57 13 1 STORM WATER POLLUTION PREVENTION 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Procedures for Storm Water Pollution Prevention Plans 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the 10 Contract 11 2. Division 1 – General Requirements 12 3. Section 31 25 00 – Erosion and Sediment Control 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Construction Activities resulting in less than 1 acre of disturbance 16 A. Work associated with this Item is considered subsidiary to the various Items 17 bid. No separate payment will be allowed for this Item. 18 2. Construction Activities resulting in greater than 1 acre of disturbance 19 Measurement and Payment shall be in accordance with Section 31 25 00. 20 1.3 REFERENCES 21 A. Abbreviations and Acronyms 22 1. Notice of Intent: NOI 23 2. Notice of Termination: NOT 24 3. Storm Water Pollution Prevention Plan: SWPPP 25 4. Texas Commission on Environmental Quality: TCEQ 26 5. Notice of Change: NOC 27 B. Reference Standards 28 1. Reference standards cited in this Specification refer to the current reference 29 standard published at the time of the latest revision date logged at the end of this 30 Specification, unless a date is specifically cited. 31 2. Integrated Storm Management (iSWM) Technical Manual for Construction 32 Controls 33 1.4 ADMINISTRATIVE REQUIREMENTS 34 A. General 35 1. Contractor is responsible for resolution and payment of any fines issued associated 36 with compliance to Stormwater Pollution Prevention Plan. 37 38 01 57 13 STORM WATER POLLUTION PREVENTION Page 2 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised July 1, 2011 B. Construction Activities resulting in: 1 1. Less than 1 acre of disturbance 2 a. Provide erosion and sediment control in accordance with Section 31 25 00 and 3 Drawings. 4 2. 1 to less than 5 acres of disturbance 5 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 6 Permit is required 7 b. Complete SWPPP in accordance with TCEQ requirements 8 1) TCEQ Small Construction Site Notice Required under general permit 9 TXR150000 10 a) Sign and post at job site 11 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 12 Transportation and Public Works, Environmental Division, (817) 392-13 6088. 14 2) Provide erosion and sediment control in accordance with: 15 a) Section 31 25 00 16 b) The Drawings 17 c) TXR150000 General Permit 18 d) SWPPP 19 e) TCEQ requirements 20 3. 5 acres or more of Disturbance 21 a. Texas Pollutant Discharge Elimination System (TPDES) General Construction 22 Permit is required 23 b. Complete SWPPP in accordance with TCEQ requirements 24 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee 25 a) Sign and post at job site 26 b) Send copy to City Department of Transportation and Public Works, 27 Environmental Division, (817) 392-6088. 28 2) `TCEQ Notice of Change required if making changes or updates to NOI 29 3) Provide erosion and sediment control in accordance with: 30 a) Section 31 25 00 31 b) The Drawings 32 c) TXR150000 General Permit 33 d) SWPPP 34 e) TCEQ requirements 35 4) Once the project has been completed and all the closeout requirements of 36 TCEQ have been met a TCEQ Notice of Termination can be submitted. 37 a) Send copy to City Department of Transportation and Public Works, 38 Environmental Division, (817) 392-6088. 39 1.5 SUBMITTALS 40 A. SWPPP 41 1. Submit in accordance with Section 01 33 00, except as stated herein. 42 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 43 as follows: 44 1) 1 copy to the City Project Manager 45 a) City Project Manager will forward to the City Department of 46 Transportation and Public Works, Environmental Division for review 47 48 01 57 13 STORM WATER POLLUTION PREVENTION Page 3 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised July 1, 2011 B. Modified SWPPP 1 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City 2 in accordance with Section 01 33 00. 3 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] 10 PART 2 - -PRODUCTS [NOT USED] 11 PART 3 - EXECUTION [NOT USED] 12 END OF SECTION 13 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 01 60 00 PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 SECTION 01 60 00 1 PRODUCT REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. References for Product Requirements and City Standard Products List 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 12 1.3 REFERENCES [NOT USED] 13 1.4 ADMINISTRATIVE REQUIREMENTS 14 A. A list of City approved products for use is located on Buzzsaw as follows: 15 1. Resources\02 - Construction Documents\Standard Products List 16 B. Only products specifically included on City’s Standard Product List in these Contract 17 Documents shall be allowed for use on the Project. 18 1. Any subsequently approved products will only be allowed for use upon specific 19 approval by the City. 20 C. Any specific product requirements in the Contract Documents supersede similar 21 products included on the City’s Standard Product List. 22 The City reserves the right to not allow products to be used for certain projects even 23 though the product is listed on the City’s Standard Product List. 24 D. Although a specific product is included on City’s Standard Product List, not all 25 products from that manufacturer are approved for use, including but not limited to, that 26 manufacturer’s standard product. 27 E. See Section 01 33 00 for submittal requirements of Product Data included on City’s 28 Standard Product List. 29 1.5 SUBMITTALS [NOT USED] 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE [NOT USED] 34 35 36 01 60 00 PRODUCT REQUIREMENTS Page 2 of 2 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City’s Standard Product List 4/7/2014 M.Domenech Revised for DAP application 8 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 SECTION 01 66 00 1 PRODUCT STORAGE AND HANDLING REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Scheduling of product delivery 6 2. Packaging of products for delivery 7 3. Protection of products against damage from: 8 a. Handling 9 b. Exposure to elements or harsh environments 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 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 21 1.5 SUBMITTALS [NOT USED] 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 23 1.7 CLOSEOUT SUBMITTALS [NOT USED] 24 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 25 1.9 QUALITY ASSURANCE [NOT USED] 26 1.10 DELIVERY AND HANDLING 27 A. Delivery Requirements 28 1. Schedule delivery of products or equipment as required to allow timely installation 29 and to avoid prolonged storage. 30 2. Provide appropriate personnel and equipment to receive deliveries. 31 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 32 for personnel or equipment to receive the delivery. 33 34 35 36 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 1 containers designed and constructed to protect the contents from physical or 2 environmental damage. 3 5. Clearly and fully mark and identify as to manufacturer, item and installation 4 location. 5 6. Provide manufacturer's instructions for storage and handling. 6 B. Handling Requirements 7 1. Handle products or equipment in accordance with these Contract Documents and 8 manufacturer’s recommendations and instructions. 9 C. Storage Requirements 10 1. Store materials in accordance with manufacturer’s recommendations and 11 requirements of these Specifications. 12 2. Make necessary provisions for safe storage of materials and equipment. 13 a. Place loose soil materials and materials to be incorporated into Work to prevent 14 damage to any part of Work or existing facilities and to maintain free access at 15 all times to all parts of Work and to utility service company installations in 16 vicinity of Work. 17 3. Keep materials and equipment neatly and compactly stored in locations that will 18 cause minimum inconvenience to other contractors, public travel, adjoining owners, 19 tenants and occupants. 20 a. Arrange storage to provide easy access for inspection. 21 4. Restrict storage to areas available on construction site for storage of material and 22 equipment as shown on Drawings, or approved by City’s Project Representative. 23 5. Provide off-site storage and protection when on-site storage is not adequate. 24 a. Provide addresses of and access to off-site storage locations for inspection by 25 City’s Project Representative. 26 6. Do not use lawns, grass plots or other private property for storage purposes without 27 written permission of owner or other person in possession or control of premises. 28 7. Store in manufacturers’ unopened containers. 29 8. Neatly, safely and compactly stack materials delivered and stored along line of 30 Work to avoid inconvenience and damage to property owners and general public 31 and maintain at least 3 feet from fire hydrant. 32 9. Keep public and private driveways and street crossings open. 33 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 34 satisfaction of City’s Project Representative. 35 a. Total length which materials may be distributed along route of construction at 36 one time is 1,000 linear feet, unless otherwise approved in writing by City’s 37 Project Representative. 38 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 ERECTION [NOT USED] 8 3.5 REPAIR / RESTORATION [NOT USED] 9 3.6 RE-INSTALLATION [NOT USED] 10 3.7 FIELD [OR] SITE QUALITY CONTROL 11 A. Tests and Inspections 12 1. Inspect all products or equipment delivered to the site prior to unloading. 13 B. Non-Conforming Work 14 1. Reject all products or equipment that are damaged, used or in any other way 15 unsatisfactory for use on the project. 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING [NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION 21 A. Protect all products or equipment in accordance with manufacturer's written directions. 22 B. Store products or equipment in location to avoid physical damage to items while in 23 storage. 24 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 25 the manufacturer. 26 3.13 MAINTENANCE [NOT USED] 27 3.14 ATTACHMENTS [NOT USED] 28 END OF SECTION 29 30 31 32 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 1 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 2 01 74 23 CLEANING Page 1 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 SECTION 01 74 23 1 CLEANING 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Intermediate and final cleaning for Work not including special cleaning of closed 6 systems specified elsewhere 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 – General Requirements 12 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 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. Scheduling 20 1. Schedule cleaning operations so that dust and other contaminants disturbed by 21 cleaning process will not fall on newly painted surfaces. 22 2. Schedule final cleaning upon completion of Work and immediately prior to final 23 inspection. 24 1.5 SUBMITTALS [NOT USED] 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE [NOT USED] 29 1.10 STORAGE, AND HANDLING 30 A. Storage and Handling Requirements 31 1. Store cleaning products and cleaning wastes in containers specifically designed for 32 those materials. 33 01 74 23 CLEANING Page 2 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1 1.12 WARRANTY [NOT USED] 2 PART 2 - PRODUCTS 3 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. Cleaning Agents 6 1. Compatible with surface being cleaned 7 2. New and uncontaminated 8 3. For manufactured surfaces 9 a. Material recommended by manufacturer 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL [NOT USED] 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USED] 15 3.3 PREPARATION [NOT USED] 16 3.4 APPLICATION [NOT USED] 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 23 A. General 24 1. Prevent accumulation of wastes that create hazardous conditions. 25 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 26 governing authorities. 27 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 28 storm or sanitary drains or sewers. 29 4. Dispose of degradable debris at an approved solid waste disposal site. 30 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 31 alternate manner approved by City and regulatory agencies. 32 33 34 35 36 01 74 23 CLEANING Page 3 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 6. Handle materials in a controlled manner with as few handlings as possible. 1 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2 this project. 3 8. Remove all signs of temporary construction and activities incidental to construction 4 of required permanent Work. 5 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6 have the cleaning completed at the expense of the Contractor. 7 10. Do not burn on-site. 8 B. Intermediate Cleaning during Construction 9 1. Keep Work areas clean so as not to hinder health, safety or convenience of 10 personnel in existing facility operations. 11 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12 3. Confine construction debris daily in strategically located container(s): 13 a. Cover to prevent blowing by wind 14 b. Store debris away from construction or operational activities 15 c. Haul from site at a minimum of once per week 16 4. Vacuum clean interior areas when ready to receive finish painting. 17 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 18 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19 may become airborne or transported by flowing water during the storm. 20 C. Exterior (Site or Right of Way) Final Cleaning 21 1. Remove trash and debris containers from site. 22 a. Re-seed areas disturbed by location of trash and debris containers in accordance 23 with Section 32 92 13. 24 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 25 that may hinder or disrupt the flow of traffic along the roadway. 26 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, 27 junction boxes and inlets. 28 4. If no longer required for maintenance of erosion facilities, and upon approval by 29 City, remove erosion control from site. 30 Clean signs, lights, signals, etc. 31 3.11 CLOSEOUT ACTIVITIES [NOT USED] 32 3.12 PROTECTION [NOT USED] 33 3.13 MAINTENANCE [NOT USED] 34 3.14 ATTACHMENTS [NOT USED] 35 36 37 38 39 40 01 74 23 CLEANING Page 4 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 END OF SECTION 1 2 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 3 01 77 19 CLOSEOUT REQUIREMENTS Page 1 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 SECTION 01 77 19 1 CLOSEOUT REQUIREMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. The procedure for closing out a contract 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 1. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various Items bid. 14 No separate payment will be allowed for this Item. 15 1.3 REFERENCES [NOT USED] 16 1.4 ADMINISTRATIVE REQUIREMENTS 17 A. Guarantees, Bonds and Affidavits 18 1. No application for final payment will be accepted until all guarantees, bonds, 19 certificates, licenses and affidavits required for Work or equipment as specified are 20 satisfactorily filed with the City. 21 B. Release of Liens or Claims 22 1. No application for final payment will be accepted until satisfactory evidence of 23 release of liens has been submitted to the City. 24 1.5 SUBMITTALS 25 A. Submit all required documentation to City’s Project Representative. 26 01 77 19 CLOSEOUT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 PAT 2 - PRODUCTS [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED] 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 CLOSEOUT PROCEDURE 8 A. Prior to requesting Final Inspection, submit: 9 1. Project Record Documents in accordance with Section 01 78 39 10 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 11 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 12 01 74 23. 13 C. Final Inspection 14 1. After final cleaning, provide notice to the City Project Representative that the Work 15 is completed. 16 a. The City will make an initial Final Inspection with the Contractor present. 17 b. Upon completion of this inspection, the City will notify the Contractor, in 18 writing within 10 business days, of any particulars in which this inspection 19 reveals that the Work is defective or incomplete. 20 2. Upon receiving written notice from the City, immediately undertake the Work 21 required to remedy deficiencies and complete the Work to the satisfaction of the 22 City. 23 3. Upon completion of Work associated with the items listed in the City's written 24 notice, inform the City, that the required Work has been completed. Upon receipt 25 of this notice, the City, in the presence of the Contractor, will make a subsequent 26 Final Inspection of the project. 27 4. Provide all special accessories required to place each item of equipment in full 28 operation. These special accessory items include, but are not limited to: 29 a. Specified spare parts 30 b. Adequate oil and grease as required for the first lubrication of the equipment 31 c. Initial fill up of all chemical tanks and fuel tanks 32 d. Light bulbs 33 e. Fuses 34 f. Vault keys 35 g. Handwheels 36 h. Other expendable items as required for initial start-up and operation of all 37 equipment 38 D. Notice of Project Completion 39 40 01 77 19 CLOSEOUT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 1. Once the City Project Representative finds the Work subsequent to Final Inspection 1 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 2 E. Supporting Documentation 3 1. Coordinate with the City Project Representative to complete the following 4 additional forms: 5 a. Final Payment Request 6 b. Statement of Contract Time 7 c. Affidavit of Payment and Release of Liens 8 d. Consent of Surety to Final Payment 9 e. Pipe Report (if required) 10 f. Contractor’s Evaluation of City 11 g. Performance Evaluation of Contractor 12 F. Letter of Final Acceptance 13 1. Upon review and acceptance of Notice of Project Completion and Supporting 14 Documentation, in accordance with General Conditions, City will issue Letter of 15 Final Acceptance and release the Final Payment Request for payment. 16 3.5 REPAIR / RESTORATION [NOT USED] 17 3.6 RE-INSTALLATION [NOT USED] 18 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 19 3.8 SYSTEM STARTUP [NOT USED] 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 28 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 29 01 78 23 OPERATION AND MAINTENANCE DATA Page 1 of 5 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 SECTION 01 78 23 1 OPERATION AND MAINTENANCE DATA 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Product data and related information appropriate for City's maintenance and 6 operation of products furnished under Contract 7 2. Such products may include, but are not limited to: 8 a. Traffic Controllers 9 b. Irrigation Controllers (to be operated by the City) 10 c. Butterfly Valves 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 22 A. Schedule 23 1. Submit manuals in final form to the City within 30 calendar days of product 24 shipment to the project site. 25 1.5 SUBMITTALS 26 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 27 approved by the City prior to delivery. 28 1.6 INFORMATIONAL SUBMITTALS 29 A. Submittal Form 30 1. Prepare data in form of an instructional manual for use by City personnel. 31 2. Format 32 a. Size: 8 ½ inches x 11 inches 33 b. Paper 34 1) 40 pound minimum, white, for typed pages 35 2) Holes reinforced with plastic, cloth or metal 36 c. Text: Manufacturer’s printed data, or neatly typewritten 37 38 39 01 78 23 OPERATION AND MAINTENANCE DATA Page 2 of 5 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 d. Drawings 1 1) Provide reinforced punched binder tab, bind in with text 2 2) Reduce larger drawings and fold to size of text pages. 3 e. Provide fly-leaf for each separate product, or each piece of operating 4 equipment. 5 1) Provide typed description of product, and major component parts of 6 equipment. 7 2) Provide indexed tabs. 8 f. Cover 9 1) Identify each volume with typed or printed title "OPERATING AND 10 MAINTENANCE INSTRUCTIONS". 11 2) List: 12 a) Title of Project 13 b) Identity of separate structure as applicable 14 c) Identity of general subject matter covered in the manual 15 3. Binders 16 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 17 b. When multiple binders are used, correlate the data into related consistent 18 groupings. 19 4. If available, provide an electronic form of the O&M Manual. 20 B. Manual Content 21 1. Neatly typewritten table of contents for each volume, arranged in systematic order 22 a. Contractor, name of responsible principal, address and telephone number 23 b. A list of each product required to be included, indexed to content of the volume 24 c. List, with each product: 25 1) The name, address and telephone number of the subcontractor or installer 26 2) A list of each product required to be included, indexed to content of the 27 volume 28 3) Identify area of responsibility of each 29 4) Local source of supply for parts and replacement 30 d. Identify each product by product name and other identifying symbols as set 31 forth in Contract Documents. 32 2. Product Data 33 a. Include only those sheets which are pertinent to the specific product. 34 b. Annotate each sheet to: 35 1) Clearly identify specific product or part installed 36 2) Clearly identify data applicable to installation 37 3) Delete references to inapplicable information 38 3. Drawings 39 a. Supplement product data with drawings as necessary to clearly illustrate: 40 1) Relations of component parts of equipment and systems 41 2) Control and flow diagrams 42 b. Coordinate drawings with information in Project Record Documents to assure 43 correct illustration of completed installation. 44 c. Do not use Project Record Drawings as maintenance drawings. 45 4. Written text, as required to supplement product data for the particular installation: 46 a. Organize in consistent format under separate headings for different procedures. 47 b. Provide logical sequence of instructions of each procedure. 48 01 78 23 OPERATION AND MAINTENANCE DATA Page 3 of 5 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 5. Copy of each warranty, bond and service contract issued 1 a. Provide information sheet for City personnel giving: 2 1) Proper procedures in event of failure 3 2) Instances which might affect validity of warranties or bonds 4 C. Manual for Materials and Finishes 5 1. Submit 5 copies of complete manual in final form. 6 2. Content, for architectural products, applied materials and finishes: 7 a. Manufacturer's data, giving full information on products 8 1) Catalog number, size, composition 9 2) Color and texture designations 10 3) Information required for reordering special manufactured products 11 b. Instructions for care and maintenance 12 1) Manufacturer's recommendation for types of cleaning agents and methods 13 2) Cautions against cleaning agents and methods which are detrimental to 14 product 15 3) Recommended schedule for cleaning and maintenance 16 3. Content, for moisture protection and weather exposure products: 17 a. Manufacturer's data, giving full information on products 18 1) Applicable standards 19 2) Chemical composition 20 3) Details of installation 21 b. Instructions for inspection, maintenance and repair 22 D. Manual for Equipment and Systems 23 1. Submit 5 copies of complete manual in final form. 24 2. Content, for each unit of equipment and system, as appropriate: 25 a. Description of unit and component parts 26 1) Function, normal operating characteristics and limiting conditions 27 2) Performance curves, engineering data and tests 28 3) Complete nomenclature and commercial number of replaceable parts 29 b. Operating procedures 30 1) Start-up, break-in, routine and normal operating instructions 31 2) Regulation, control, stopping, shut-down and emergency instructions 32 3) Summer and winter operating instructions 33 4) Special operating instructions 34 c. Maintenance procedures 35 1) Routine operations 36 2) Guide to "trouble shooting" 37 3) Disassembly, repair and reassembly 38 4) Alignment, adjusting and checking 39 d. Servicing and lubrication schedule 40 1) List of lubricants required 41 e. Manufacturer's printed operating and maintenance instructions 42 f. Description of sequence of operation by control manufacturer 43 1) Predicted life of parts subject to wear 44 2) Items recommended to be stocked as spare parts 45 g. As installed control diagrams by controls manufacturer 46 h. Each contractor's coordination drawings 47 1) As installed color coded piping diagrams 48 01 78 23 OPERATION AND MAINTENANCE DATA Page 4 of 5 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 i. Charts of valve tag numbers, with location and function of each valve 1 j. List of original manufacturer's spare parts, manufacturer's current prices, and 2 recommended quantities to be maintained in storage 3 k. Other data as required under pertinent Sections of Specifications 4 3. Content, for each electric and electronic system, as appropriate: 5 a. Description of system and component parts 6 1) Function, normal operating characteristics, and limiting conditions 7 2) Performance curves, engineering data and tests 8 3) Complete nomenclature and commercial number of replaceable parts 9 b. Circuit directories of panelboards 10 1) Electrical service 11 2) Controls 12 3) Communications 13 c. As installed color coded wiring diagrams 14 d. Operating procedures 15 1) Routine and normal operating instructions 16 2) Sequences required 17 3) Special operating instructions 18 e. Maintenance procedures 19 1) Routine operations 20 2) Guide to "trouble shooting" 21 3) Disassembly, repair and reassembly 22 4) Adjustment and checking 23 f. Manufacturer's printed operating and maintenance instructions 24 g. List of original manufacturer's spare parts, manufacturer's current prices, and 25 recommended quantities to be maintained in storage 26 h. Other data as required under pertinent Sections of Specifications 27 4. Prepare and include additional data when the need for such data becomes apparent 28 during instruction of City's personnel. 29 1.7 CLOSEOUT SUBMITTALS [NOT USED] 30 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 31 1.9 QUALITY ASSURANCE 32 A. Provide operation and maintenance data by personnel with the following criteria: 33 1. Trained and experienced in maintenance and operation of described products 34 2. Skilled as technical writer to the extent required to communicate essential data 35 3. Skilled as draftsman competent to prepare required drawings 36 37 01 78 23 OPERATION AND MAINTENANCE DATA Page 5 of 5 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 – title of section removed 4/7/2014 M.Domenech Revised for DAP Application 8 01 78 39 PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 SECTION 01 78 39 1 PROJECT RECORD DOCUMENTS 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Work associated with the documenting the project and recording changes to project 6 documents, including: 7 a. Record Drawings 8 b. Water Meter Service Reports 9 c. Sanitary Sewer Service Reports 10 d. Large Water Meter Reports 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 1.3 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 23 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 24 City’s Project Representative. 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 26 1.7 CLOSEOUT SUBMITTALS [NOT USED] 27 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 28 1.9 QUALITY ASSURANCE 29 A. Accuracy of Records 30 1. Thoroughly coordinate changes within the Record Documents, making adequate 31 and proper entries on each page of Specifications and each sheet of Drawings and 32 other Documents where such entry is required to show the change properly. 33 2. Accuracy of records shall be such that future search for items shown in the Contract 34 Documents may rely reasonably on information obtained from the approved Project 35 Record Documents. 36 37 01 78 39 PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 1 information that the change has occurred. 2 4. Provide factual information regarding all aspects of the Work, both concealed and 3 visible, to enable future modification of the Work to proceed without lengthy and 4 expensive site measurement, investigation and examination. 5 1.10 STORAGE AND HANDLING 6 A. Storage and Handling Requirements 7 1. Maintain the job set of Record Documents completely protected from deterioration 8 and from loss and damage until completion of the Work and transfer of all recorded 9 data to the final Project Record Documents. 10 2. In the event of loss of recorded data, use means necessary to again secure the data 11 to the City's approval. 12 a. In such case, provide replacements to the standards originally required by the 13 Contract Documents. 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS 17 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 18 2.2 RECORD DOCUMENTS 19 A. Job set 20 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 21 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 22 B. Final Record Documents 23 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 24 the City 1 complete set of all Final Record Drawings in the Contract. 25 2.3 ACCESSORIES [NOT USED] 26 2.4 SOURCE QUALITY CONTROL [NOT USED] 27 PART 3 - EXECUTION 28 3.1 INSTALLERS [NOT USED] 29 3.2 EXAMINATION [NOT USED] 30 3.3 PREPARATION [NOT USED] 31 3.4 MAINTENANCE DOCUMENTS 32 A. Maintenance of Job Set 33 1. Immediately upon receipt of the job set, identify each of the Documents with the 34 title, "RECORD DOCUMENTS - JOB SET". 35 36 37 38 01 78 39 PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 2. Preservation 1 a. Considering the Contract completion time, the probable number of occasions 2 upon which the job set must be taken out for new entries and for examination, 3 and the conditions under which these activities will be performed, devise a 4 suitable method for protecting the job set. 5 b. Do not use the job set for any purpose except entry of new data and for review 6 by the City, until start of transfer of data to final Project Record Documents. 7 c. Maintain the job set at the site of work. 8 3. Coordination with Construction Survey 9 a. At a minimum clearly mark any deviations from Contract Documents 10 associated with installation of the infrastructure. 11 4. Making entries on Drawings 12 a. Record any deviations from Contract Documents. 13 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 14 change by graphic line and note as required. 15 c. Date all entries. 16 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 17 e. In the event of overlapping changes, use different colors for the overlapping 18 changes. 19 5. Conversion of schematic layouts 20 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 21 ducts, and similar items, are shown schematically and are not intended to 22 portray precise physical layout. 23 1) Final physical arrangement is determined by the Contractor, subject to the 24 City's approval. 25 2) However, design of future modifications of the facility may require 26 accurate information as to the final physical layout of items which are 27 shown only schematically on the Drawings. 28 b. Show on the job set of Record Drawings, by dimension accurate to within 1 29 inch, the centerline of each run of items. 30 1) Final physical arrangement is determined by the Contractor, subject to the 31 City's approval. 32 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 33 ceiling plenum", "exposed", and the like). 34 3) Make all identification sufficiently descriptive that it may be related 35 reliably to the Specifications. 36 c. The City may waive the requirements for conversion of schematic layouts 37 where, in the City's judgment, conversion serves no useful purpose. However, 38 do not rely upon waivers being issued except as specifically issued in writing 39 by the City. 40 B. Final Project Record Documents 41 1. Transfer of data to Drawings 42 a. Carefully transfer change data shown on the job set of Record Drawings to the 43 corresponding final documents, coordinating the changes as required. 44 b. Clearly indicate at each affected detail and other Drawing a full description of 45 changes made during construction, and the actual location of items. 46 c. Call attention to each entry by drawing a "cloud" around the area or areas 47 affected. 48 01 78 39 PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH LIV Chisholm STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Project No. 102268 Revised April 7, 2014 d. Make changes neatly, consistently and with the proper media to assure 1 longevity and clear reproduction. 2 2. Transfer of data to other Documents 3 a. If the Documents, other than Drawings, have been kept clean during progress of 4 the Work, and if entries thereon have been orderly to the approval of the City, 5 the job set of those Documents, other than Drawings, will be accepted as final 6 Record Documents. 7 b. If any such Document is not so approved by the City, secure a new copy of that 8 Document from the City at the City's usual charge for reproduction and 9 handling, and carefully transfer the change data to the new copy to the approval 10 of the City. 11 3.5 REPAIR / RESTORATION [NOT USED] 12 3.6 RE-INSTALLATION [NOT USED] 13 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 14 3.8 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION [NOT USED] 19 3.13 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 END OF SECTION 22 23 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application 24 25 ECS Southwest, LLP Geotechnical Engineering Report Access Roads at Chisholm Trail Multi-Family Development Chisholm Trail Parkway and McPherson Boulevard Fort Worth, Texas ECS Project Number 63:1207 September 6, 2019 September 6, 2019 Mr. Michael Ramsey LIV Companies 2204 Lakeshore Drive Suite 450 Birmingham, AL 35209 ECS Project No. 63:1207 Reference: Geotechnical Engineering Report Access Roads at Chisholm Trail Multi-Family Development Chisholm Trail Parkway and McPherson Boulevard Fort Worth, Texas Dear Mr. Ramsey: ECS Southwest (ECS) has completed the subsurface exploration, laboratory testing, and geotechnical engineering analyses for the referenced project. Our services were performed in general accordance with ECS Proposal No. 63:1219-GP, dated July 16, 2019. This report presents our understanding of the geotechnical aspects of the project along with the results of the field exploration and laboratory testing conducted. The report also contains our findings and recommendations for design and construction. It has been our pleasure to be of service to you during the design phase of this project. We would appreciate the opportunity to remain involved during the continuation of the design phase, and we would like to provide our services during construction phase operations as well to verify the assumptions of subsurface conditions made for this report. Should you have any questions concerning the information contained in this report, or if we can be of further assistance to you, please contact us. Respectfully submitted, ECS Southwest, LLP Rahul Gajanana Gokhale, E.I.T Ranasinghege (Jay) Jayatilaka, PhD, P.E. Geotechnical Project Manager Principal Engineer rgokhale@ecslimited.com JJayatilaka@ecslimited.com The electronic seal on this document was authorized by Jay Jayatilaka, PhD, P.E. No. 90187, on September 6, 2019 Access Roads at Chisholm Trail Multi-Family Development September 6, 2019 ECS Project No. 63:1207 Page i TABLE OF CONTENTS EXECUTIVE SUMMARY ............................................................................................................. 1 1.0 INTRODUCTION .................................................................................................................. 2 1.1 General ................................................................................................................................... 2 1.2 Scope of Services .................................................................................................................... 2 1.3 Authorization .......................................................................................................................... 2 2.0 PROJECT INFORMATION ..................................................................................................... 3 2.1 Project Location...................................................................................................................... 3 2.2 Current Site Conditions .......................................................................................................... 3 2.3 Proposed Construction ........................................................................................................... 3 3.0 FIELD EXPLORATION ........................................................................................................... 4 3.1 Field Exploration Program ...................................................................................................... 4 3.2 Regional Geology .................................................................................................................... 5 3.3 Subsurface Characterization .................................................................................................. 5 3.4 Groundwater Observations .................................................................................................... 6 4.0 LABORATORY TESTING ........................................................................................................ 7 5.0 DESIGN RECOMMENDATIONS ............................................................................................. 8 5.1 Pavement Design .................................................................................................................... 8 5.2 Pavement Section ................................................................................................................... 9 5.3 Pavement Materials ............................................................................................................... 9 6.0 SITE CONSTRUCTION CONSIDERATIONS ............................................................................ 10 6.1 Subgrade Preparation .......................................................................................................... 10 6.1.1 Proofrolling ................................................................................................................. 10 6.1.2 Earthwork Operations ................................................................................................ 11 6.2 Lime/Sulfate Induced Heave ................................................................................................ 11 6.3 Pavement Subgrade Preparations ........................................................................................ 12 7.0 CLOSING ........................................................................................................................... 13 APPENDICES Appendix A – Figures  Boring Location Diagram  Site Plan Appendix B – Field Operations  Reference Notes for Boring Logs  Boring Logs B-1 to B-7 Appendix C – Laboratory Testing  Laboratory Testing Summary  Lime Series Chart Appendix D – General  WinPAS Pavement Design Outputs Access Roads at Chisholm Trail Multi-Family Development September 6, 2019 ECS Project No. 63:1207 Page 1 EXECUTIVE SUMMARY The following summarizes the main findings of the exploration, particularly those that may have a cost impact on the planned development. Further, our principal foundation recommendations are summarized. Information gleaned from the executive summary should not be utilized in lieu of reading the entire geotechnical report.  The geotechnical exploration performed for this study consisted of a total of seven (7) borings drilled to a depth of approximately 10 feet below the existing grades.  The borings encountered moderate to high plasticity clay (CL to CH) soils and followed by tan limestone to termination depth of about 10 feet below the existing site grades. Groundwater seepage was not encountered in any of the borings during drilling or at the completion of drilling.  The street designation for the roadways is not known. Concrete pavement sections for Arterial, Collector and Residential-Urban streets are provided in the report. The pavement section should be selected based on the street designations. Concrete pavements should be placed over compacted lime stabilized subgrade. The concrete pavement thicknesses of 6.5 inches for Residential-Urban Streets, 8.5 inches for Collector Streets and 10.5 inches for Arterial Streets were estimated.  Design values for the proposed roadways, subgrade preparation and stabilization, pavement sections as well as materials specifications are provided in the report. Access Roads at Chisholm Trail Multi-Family Development September 6, 2019 ECS Project No. 63:1207 Page 2 1.0 INTRODUCTION 1.1 GENERAL The purpose of this study was to provide geotechnical information to assist in construction of the planned access roads to the Chisholm Trail residential development located at the northeast corner of Chisholm Trail Parkway and McPherson Boulevard in Fort Worth, Texas. The recommendations developed for this report are based on City of Fort Worth 2015 Pavement Design Manual, dated January 29, 2015 (Revised December 14, 2015). This report contains the results of our subsurface explorations and geotechnical laboratory testing programs, and site characterization. 1.2 SCOPE OF SERVICES To obtain the necessary geotechnical information required for evaluation of subsurface soil conditions, seven (7) soil borings were drilled to a depth of approximately 10 feet below the existing grades. A laboratory-testing program was also implemented to characterize the physical and geotechnical engineering properties of the subsurface soils. This report discusses our exploratory and testing procedures, presents our findings and evaluations and includes the following:  A brief review and description of our field and laboratory test procedures and the results of testing conducted.  A review of surface topographical features and site conditions.  A review of area and site geologic conditions.  A review of subsurface soil stratigraphy with pertinent available physical properties.  A final copy of our soil test borings.  Recommendations for site preparation and construction of compacted fills, including an evaluation of on-site soils for use as compacted fills.  Recommendations for preparation of pavement subgrades and suggested concrete pavement section as per City of Fort Worth guidelines. 1.3 AUTHORIZATION Our services were provided in accordance with ECS Proposal No. 63:1219-GP, dated July 16, 2019, and authorized by the client on July 22, 2018. Access Roads at Chisholm Trail Multi-Family Development September 6, 2019 ECS Project No. 63:1207 Page 3 2.0 PROJECT INFORMATION 2.1 PROJECT LOCATION The proposed roadway development is located at the northeast corner of Chisholm Trail Parkway and McPherson Boulevard in Fort Worth, Texas. The location is depicted in Figure 2.1.1 as shown below. Figure 2.1.1 Site Location 2.2 CURRENT SITE CONDITIONS The site is a vacant parcel inside a barbed wire fence with minimal vegetation, consisting of sparse trees and grasses. The site is bound by Chisholm Trail Parkway to the west, McPherson Boulevard to the south and vacant lands to the north and east. Based on the grading plan provided to ECS, the existing elevation at the site slopes down from the middle to the north, east and south with minimum and maximum elevations of approximately EL 796 feet and EL 823 feet, respectively. 2.3 PROPOSED CONSTRUCTION We understand that the project will consist of the design of concrete pavement as a part of planned access road to the to the Chisholm Trail residential development located at the northeast corner of Chisholm Trail Parkway and McPherson Boulevard in Fort Worth, Texas. The project will consist of the construction of 624 linear feet of Street A, 1300 linear feet of Street B and 600 linear feet of Street C. Based on the site grading plan provided to us by the client, up to about 9 feet of cuts and up to about 8 feet of fills are anticipated at the site. Access Roads at Chisholm Trail Multi-Family Development September 6, 2019 ECS Project No. 63:1207 Page 4 3.0 FIELD EXPLORATION 3.1 FIELD EXPLORATION PROGRAM The field exploration was planned with the objective of characterizing the project site in general geotechnical and geological terms and to evaluate subsequent field and laboratory data to assist in the determination of geotechnical recommendations. The subsurface conditions were explored by drilling a total of seven (7) borings to a depth of approximately 10 feet below the existing grades. Two (2) borings on Street A, three (3) borings on Street B and two (2) borings on Street C were drilled. A truck-mounted drill rig with continuous flight augers was utilized to drill the borings. The boring locations were determined by and identified in the field by ECS personnel using the supplied diagram. The approximate as-drilled boring locations are shown on the Boring Location Diagram in Appendix A. The ground surface elevations noted in this report were obtained from the grading plan provided by the client. One bulk soil samples were collected near Boring B-5 to perform lime/pH series, soluble sulfates, Standard Proctor and CBR tests. Representative soil samples were obtained by means of the split-barrel and Shelby tube sampling procedures in accordance with ASTM Specifications D-1586 and D-1587, respectively. In the split- barrel sampling procedure, a 2-inch O.D., split-barrel sampler is driven into the soil a distance of 18 inches by means of a 140-pound hammer falling 30 inches. The number of blows required to drive the sampler through a 12-inch interval is termed the Standard Penetration Test (SPT) value and is indicated for each sample on the boring logs. In the Shelby tube sampling procedure, a thin walled, steel seamless tube with sharp cutting edges is pushed hydraulically into the soil, and a relatively undisturbed sample is obtained. Texas Cone Penetrometer tests were performed to evaluate the load carrying capacity of the limestone encountered. These tests were performed in general accordance with test method Tex- 132-E in the Texas Department of Transportation (TxDOT) Manual of Testing Procedures. The results of these tests are shown on the attached boring logs at the depths of occurrence. Field logs of the soils encountered in the borings were maintained by the drill crew. After recovery, each geotechnical soil sample was removed for the sampler and visually classified. Representative portions of each soil sample was then wrapped in plastic and transported to our laboratory for further visual examination and laboratory testing. After completion of the drilling operations, the boreholes were backfilled with auger cuttings to the existing ground surface. Access Roads at Chisholm Trail Multi-Family Development September 6, 2019 ECS Project No. 63:1207 Page 5 3.2 REGIONAL GEOLOGY The regional parent geologic mapping indicates that the site is largely underlain by the Pawpaw Formation (Kpw). This formation generally consists of alternating layers of limestone, shale, and sandstone. Chemical and mechanical weathering of the parent rock produces moderately to highly active clay soils. Groundwater in these formations is mostly encountered at the contacts and limited in quantity (perched). Sites mapped on or near geologic contact zones can exhibit variable soil and groundwater conditions both horizontally and vertically. The location of the site on the geologic map is provided below on Figure 3.2.1. Figure 3.2.1 Geologic map for Figure 3.2.1 obtained from the Geologic Atlas of Texas, Dallas Sheet, 1987 3.3 SUBSURFACE CHARACTERIZATION The subsurface conditions encountered were generally consistent with published geological mapping. The following sections provide generalized characterizations of the soil and rock strata encountered during our subsurface exploration. For subsurface information specific information refer to the Boring Logs in Appendix B. Access Roads at Chisholm Trail Multi-Family Development September 6, 2019 ECS Project No. 63:1207 Page 6 Table 3.3.1 Subsurface Stratigraphy Approximate Depth Below Grade (ft.) Material Description Consistency 2 to 101 FAT CLAY (CH), LEAN CLAY (CL) and SANDY LEAN CLAY, dark brown, light brown, brown , with limestone fragments and calcareous nodules Very Stiff to Hard 8 to 102 Tan limestone, with clay seams Weak Rock 10 feet3 FAT CLAY (CH), Reddish brown, brown and light gray Very Stiff to Hard Note: 1. Borings B-1, B-2 and B-5 were terminated in this stratum at depth of about 10 feet. 2. Borings B-4 and B-7 were terminated in this stratum at a depth of 10 feet. 3. Borings B-3 and B-6 were terminated in this stratum at a depth of 10 feet. Please refer to the attached boring logs and laboratory data summary for this field exploration for a more detailed description of the subsurface conditions encountered in the borings as the stratification descriptions above are generalized for presentation purposes. 3.4 GROUNDWATER OBSERVATIONS Groundwater level observations were made in the borings during drilling operations. In auger drilling operations, water is not introduced into the borehole and the groundwater position can often be determined by observing water flowing into the excavation. Furthermore, visual observation of soil samples retrieved can often be used in evaluating the groundwater conditions. Groundwater seepage was not encountered in any of the borings during drilling operations. The highest groundwater observations are normally encountered in the late winter and early spring. Fluctuation in the location of the long-term water table may occur as a result of changes in precipitation, evaporation, surface water runoff and other factors not immediately apparent at the time of his investigation. Therefore, the groundwater conditions at this site are expected to be significantly influenced by surface water runoff and rainfall. Access Roads at Chisholm Trail Multi-Family Development September 6, 2019 ECS Project No. 63:1207 Page 7 4.0 LABORATORY TESTING The laboratory testing was performed by ECS on selected samples obtained during our field exploration operations. Classification and index property tests were performed on representative soil samples obtained from the test borings in order to aid in classifying soils according to the Unified Soil Classification System and to quantify and correlate engineering properties. The soil samples were tested for moisture content, Atterberg Limits, gradation tests (percent passing No. 200 sieve) and one-dimensional swell. Soluble sulfates, standard proctor, lime pH series and CBR tests were performed on the bulk samples. An experienced geotechnical engineer visually classified each soil sample from the test borings on the basis of texture and plasticity in accordance with the Unified Soil Classification System (USCS) and ASTM D-2488 (Description and Identification of Soils-Visual/Manual Procedures). After classification, the geotechnical engineer grouped the various soil types into the major zones noted on the boring logs in Appendix B. The group symbols for each soil type are indicated in parentheses following the soil descriptions on the boring logs. The stratification lines designating the interfaces between earth materials on the boring logs are approximate; in situ, the transitions may be gradual. The soil samples will be retained in our laboratory for a period of 60 days, after which, they will be discarded unless other instructions are received as to their disposition. Access Roads at Chisholm Trail Multi-Family Development September 6, 2019 ECS Project No. 63:1207 Page 8 5.0 DESIGN RECOMMENDATIONS The following recommendations have been developed are based on the City of Fort Worth 2015 Pavement Design Manual, dated January 29, 2015 (Revised December 14, 2015). If there are any changes to the project characteristics or if different subsurface conditions are encountered during construction, ECS should be consulted so that the recommendations of this report can be reviewed. 5.1 PAVEMENT DESIGN Design parameters are summarized in the table below based on the information provided by the client and our experience with similar projects: Table 6.1.1 Pavement Design Inputs Design Parameters Design Values Access Roads Street Classification Arterial Collector Residential – Urban (High Volume) Design Life 30 years 25 years 25 years Annual ESAL’s 300,000 100,000 35,000 Total ESAL’s for the design period 13,170,000 3,006,000 929,569 Growth Rate 2.5 1.5 0.5 Reliability (percentage) 90 90 85 Initial Pavement Serviceability 4.5 4.5 4.5 Terminal Pavement Serviceability 2.5 2.25 2.0 Subgrade CBR 2.0 2.0 2.0 CBR for lime stabilized subgrade 15 15 15 Resilient Modulus (lime stabilized subgrade) 22,500 psi 22,500 psi 22,500 psi Lime Stabilized Layer Thickness 8 inches 8 inches 6 inches Effective Modulus of Subgrade Reaction, k 196 pci 196 pci 180 pci Overall Standard Deviation 0.39 Load Transfer 3.0 Drainage Coefficient, Cd 1 Loss of Support 0 Concrete Modulus of Elasticity 4,000,000 psi Concrete Modulus of Rupture 620 psi Design Software WinPAS Access Roads at Chisholm Trail Multi-Family Development September 6, 2019 ECS Project No. 63:1207 Page 9 5.2 PAVEMENT SECTION Based on the results of our analysis, access road pavements may be designed and installed using a asphaltic concrete pavement section over lime stabilized subgrade as follows: Table 6.2.2 Pavement Section Street Classification PCC Section (inches) Lime Treated Subgrade (Inches) Arterial 10.5 8 Collector 8.5 8 Residential – Urban (High Volume) 6.5 6 An important consideration with the design and construction of pavements is surface and subsurface drainage. Where standing water develops, either on the pavement surface or within the base course layer, softening of the subgrade and other problems related to the deterioration of the pavement can be expected. Furthermore, good drainage should reduce the possibility of the subgrade materials becoming saturated during the normal service period of the pavement. 5.3 PAVEMENT MATERIALS Pavement materials should be in strict accordance with the most current City of Fort Worth Pavement Design Standards. Pavement should be specified, constructed and tested to meet the following requirements: 1. Portland Cement Concrete (City of Fort Worth): Specify a minimum flexural strength of 620 psi. 2. Reinforcing Steel: #4 bars at 18” centers both ways for pavement thickness >8 inches #3 bars at 18” centers both ways for pavement thickness of 8 inches, or less 3. Concrete Pavement Joints: a. Transverse Contraction Joint spacing should not exceed five times the slab thickness in inches. b. Longitudinal Joints shall be used if width in feet is greater than five times the pavement slab thickness in inches. c. Expansion Joints to be constructed a maximum of 300’ apart on straight paving. The reinforcement steel requirements depends on the pavement slab thickness. 4. Lime Stabilized Subgrade (City of Fort Worth): 8% lime by dry weight of soil. Access Roads at Chisholm Trail Multi-Family Development September 6, 2019 ECS Project No. 63:1207 Page 10 6.0 SITE CONSTRUCTION CONSIDERATIONS 6.1 SUBGRADE PREPARATION The subgrade preparation should follow the City of Fort Worth 2015 Pavement Design Manual, dated January 29, 2015 (Revised December 14, 2015). In a dry and undisturbed state, the upper 1-foot of the majority of the soil at the site will provide good subgrade support for fill placement and construction operations. However, when wet, this soil will degrade quickly with disturbance from contractor operations. Therefore, good site drainage should be maintained during earthwork operations, which would help maintain the integrity of the soil. The surface of the site should be kept properly graded in order to enhance drainage of the surface water away from the proposed building areas during the construction phase. We recommend that an attempt be made to enhance the natural drainage without interrupting its pattern. The soils at the site are moisture and disturbance sensitive, and contain fines which are considered moderately erodible. Therefore, the contractor should carefully plan his operation to minimize exposure of the subgrade to weather and construction equipment traffic, and provide and maintain good site drainage during earthwork operations to help maintain the integrity of the surficial soils. All erosion and sedimentation shall be controlled in accordance with sound engineering practice and current jurisdictional requirements. Excavations may encounter limestone in some areas. The difficulty of excavation will increase with depth. The limestone can generally be excavated using large equipment. 6.1.1 Proofrolling After stripping and removing all unsuitable surface materials, cutting to the proposed grade, and prior to the placement of any structural fill, the exposed subgrade should be examined by the Geotechnical Engineer or authorized representative. The exposed subgrade should be thoroughly proofrolled with previously approved construction equipment having a minimum weight of 25 tons (e.g. fully loaded tandem-axle dump truck). The areas subject to proofrolling should be traversed by the equipment in the same direction with overlapping passes of the vehicle under the observation of the Geotechnical Engineer or authorized representative. This proce dure is intended to assist in identifying any localized yielding materials. In the event that unstable or “pumping” subgrade is identified by the proofrolling, those areas should be marked for repair prior to the placement of any subsequent structural fill or other construction materials. Methods of repair of unstable subgrade, such as undercutting or moisture conditioning or chemical stabilization, should be discussed with the Geotechnical Engineer to determine the appropriate procedure with regard to the existing conditions causing the instability. If the area is deemed too small for a piece of equipment to traverse the excavated area it should be thoroughly probed by the Geotechnical Engineer or authorized representative. Access Roads at Chisholm Trail Multi-Family Development September 6, 2019 ECS Project No. 63:1207 Page 11 6.1.2 Earthwork Operations Prior to placement of any new fill, all subgrades should be scarified to a minimum depth of 6 inches, moisture conditioned and compacted to at least 95% of Maximum Dry Density at or above the optimum moisture content value as obtained by the Standard Proctor Method (ASTM D-698). All fills should be benched into the existing soils. Imported soil used for general fill should not have a Plasticity Index (PI) of greater than the material encountered onsite. Fill should be compacted to at least 95% of Maximum Dry Density at or above the optimum moisture content value as obtained by the Standard Proctor Method (ASTM D-698). Soil moisture levels should be preserved (by various methods that can include covering with plastic, watering, etc.) until new fill, or pavements are placed. All fill soils should be placed in 8 inch loose lifts for mass grading operations and 4 inches for trench type excavations where walk behind or “jumping jack” compaction equipment is used. Upon completion of the filling operations, care should be taken to maintain the soil moisture content prior to construction of pavements. If the soil becomes desiccated, the affected material should be removed and replaced, or these materials should be scarified, moisture conditioned and recompacted. Utility cuts should not be left open for extended periods of time and should be properly backfilled. Backfilling should be accomplished with properly compacted on-site soils, rather than granular materials. If granular materials are used, a utility trench cut-off at the building line is recommended to help prevent water from migrating through the utility trench backfill to beneath the proposed structure. 6.2 LIME/SULFATE INDUCED HEAVE Soluble sulfate tests were performed according to TxDOT test method; Tex-145-E on sampled soils to evaluate the potential for heave due to an expansive lime-sulfate reaction. The laboratory test results indicated that soluble sulfate concentrations of 112 to 1,280 ppm in these soils. Soils with soluble sulfate concentrations of 3,000 ppm or less indicate a low level of risk associated with sulfate-induced heave. Test results were summarized in the following table: Table 6.4 Soluble Sulfates Boring No. Sample No. Depth (feet) SULFATES (ppm) B-1 S-1 0 – 2 1,090 B-2 S-2 2 – 4 1,280 B-5 S-1 0 – 2 138 B-5 S-2 2 – 4 499 B-7 S-3 4 – 6 1,099 Bulk S-1 0 –2 112 Soluble sulfate tests should be performed on the subgrade during construction, after final grading has been completed. Access Roads at Chisholm Trail Multi-Family Development September 6, 2019 ECS Project No. 63:1207 Page 12 6.3 PAVEMENT SUBGRADE PREPARATIONS A preliminary lime application rate of 8% hydrated lime by dry weight of clay (TxDOT Item 260) should be used for budgeting purposes. The lime stabilized clay should be thoroughly mixed and appropriately mellowed for at least 48 hours (TxDOT Item 260) and tested for gradation and lime solubility (pH) prior to final placement and compaction. Once appropriately mixed and mellowed, this material may then be placed and compacted at workable moisture contents at least 3 percentage points above the optimum moisture content and compacted to at least 95% of the Maximum Dry Density as obtain using the Standard Proctor Method (ASTM D-698). Limestone may be encountered as subgrade in some areas of the site. The limestone is hard and difficult to grade. A bond breaker should be constructed between the limestone and concrete pavement to help prevent irregular cracking of the pavement and promote shrinkage crack formation in the saw joints, contraction and construction joints. Where limestone in encountered, it should be undercut to depth of 6 inches. Flexible base can used to establish final grade. In lieu of flexible base, a minimum lime treated soils can also be used in areas where limestone is encountered in pavement subgrades. Flexible base should meet the requirements of TxDOT Item 247, Type D, Grade 1 or 2. Recycled concrete meeting the gradation requirements of flexible base is also acceptable for use. The flexible base and recycled concrete should be compacted to 95% of maximum dry density at or above the optimum moisture content as obtained using the Standard Proctor Method (ASTM D - 698). The City of Fort Worth may have certain requirements regarding the site pavement systems, backfill and testing. In preparing the final project plans for this site, please refer to the City of Fort Worth requirements. Access Roads at Chisholm Trail Multi-Family Development September 6, 2019 ECS Project No. 63:1207 Page 13 7.0 CLOSING We recommend that the construction activities be monitored by ECS to provide the necessary overview and to check the suitability of the subgrade soils for supporting the foundations and pavements. We would be most pleased to provide these services. The description of the proposed project is based on information provided to ECS by the client. If any of this information is inaccurate, either due to our interpretation of the documents provided or site or design changes that may occur later, ECS should be contacted immediately in order that we can review the report in light of the changes and provide additional or alternate recommendations as may be required to reflect the proposed construction. We recommend that ECS be allowed to review the project’s plans and specifications pertaining to our work so that we may ascertain consistency of those plans/specifications with the intent of the geotechnical report. Field observations, monitoring, and quality assurance testing during earthwork and foundation installation are an extension of and integral to the geotechnical design recommendation. We recommend that the owner retain these quality assurance services and that ECS be allowed to continue our involvement throughout these critical phases of construction to provide general consultation as issues arise. ECS is not responsible for the conclusions, opinions, or recommendations of others based on the data in this report. APPENDIX A – Figures Boring Location Diagram Site Plan 8/29 /2019 Service Layer Credits: Esri, HERE, Garmin, (c) OpenStreetMap contributors ² ENGI NEER SCALE 63:1 207 1 OF 1 PROJECT NO. SHEET DATE RJ Legend Approximate bor ing locations LIV COMPANIES ACCESS ROA DS AT CHISHOLM T RAIL MULT I-FA MILY DEVELOPMENT CHISHOLM PAR KWAY A ND MC PHERSO N BOU LEVARD, FORT WORTH, TEXAS Boring Location Diagram 0 1,200600Feet 1 " = 6 00 ' SITE PLAN Access Roads at Chisholm Trail Multi-Family Development – Chisholm Trail Parkway and McPherson Boulevard, Fort Worth, Texas Project No. 63:1207 Proj Mgr. RGG ECS Southwest, LLP 3033 Kellway Drive, Suite 110, Carrollton, Texas 75006 Scale As shown SOURCE: CLIENT NOTE: BORING LOCATIONS ARE APPROXIMATE Date Sep 6, 2019 Bulk Sample Location Boring Locations APPENDIX B – Field Operations Reference Notes for Boring Logs Boring Logs B-1 to B-7 Reference Notes for Boring Logs (FINAL 10-13-2016) © 2016 ECS Corporate Services, LLC. All Rights Reserved COHESIVE SILTS & CLAYS UNCONFINED COMPRESSIVE STRENGTH, QP 4 SPT5 (BPF) CONSISTENCY7 (COHESIVE) <0.25 <3 Very Soft 0.25 - <0.50 3 - 4 Soft 0.50 - <1.00 5 - 8 Medium Stiff 1.00 - <2.00 9 - 15 Stiff 2.00 - <4.00 16 - 30 Very Stiff 4.00 - 8.00 31 - 50 Hard >8.00 >50 Very Hard GRAVELS, SANDS & NON-COHESIVE SILTS SPT5 DENSITY <5 Very Loose 5 - 10 Loose 11 - 30 Medium Dense 31 - 50 Dense >50 Very Dense REFERENCE NOTES FOR BORING LOGS 1Classifications and symbols per ASTM D 2488-09 (Visual-Manual Procedure) unless noted otherwise. 2To be consistent with general practice, “POORLY GRADED” has been removed from GP, GP-GM, GP-GC, SP, SP-SM, SP-SC soil types on the boring logs. 3Non-ASTM designations are included in soil descriptions and symbols along with ASTM symbol [Ex: (SM-FILL)]. 4Typically estimated via pocket penetrometer or Torvane shear test and expressed in tons per square foot (tsf). 5Standard Penetration Test (SPT) refers to the number of hammer blows (blow count) of a 140 lb. hammer falling 30 inches on a 2 inch OD split spoon sampler required to drive the sampler 12 inches (ASTM D 1586). “N-value” is another term for “blow count” and is expressed in blows per foot (bpf). 6The water levels are those levels actually measured in the borehole at the times indicated by the symbol. The measurements are relatively reliable when augering, without adding fluids, in granular soils. In clay and cohesive silts, the determination of water levels may require several days for the water level to stabilize. In such cases, additional methods of measurement are generally employed. 7Minor deviation from ASTM D 2488-09 Note 16. 8Percentages are estimated to the nearest 5% per ASTM D 2488-09. RELATIVE AMOUNT7 COARSE GRAINED (%)8 FINE GRAINED (%)8 Trace <5 <5 Dual Symbol (ex: SW-SM) 10 10 With 15 - 20 15 - 25 Adjective (ex: “Silty”) >25 >30 WATER LEVELS6 WL Water Level (WS)(WD) (WS) While Sampling (WD) While Drilling SHW Seasonal High WT ACR After Casing Removal WL Water Level at Drilling Completion DRILLING SAMPLING SYMBOLS & ABBREVIATIONS SS Split Spoon Sampler PM Pressuremeter Test ST Shelby Tube Sampler RD Rock Bit Drilling WS Wash Sample RC Rock Core, NX, BX, AX BS Bulk Sample of Cuttings REC Rock Sample Recovery % PA Power Auger (no sample) RQD Rock Quality Designation % HSA Hollow Stem Auger CFA Continuous Flight Auger PARTICLE SIZE IDENTIFICATION DESIGNATION PARTICLE SIZES Boulders 12 inches (300 mm) or larger Cobbles 3 inches to 12 inches (75 mm to 300 mm) Gravel: Coarse ¾ inch to 3 inches (19 mm to 75 mm) Fine 4.75 mm to 19 mm (No. 4 sieve to ¾ inch) Sand: Coarse 2.00 mm to 4.75 mm (No. 10 to No. 4 sieve) Medium 0.425 mm to 2.00 mm (No. 40 to No. 10 sieve) Fine 0.074 mm to 0.425 mm (No. 200 to No. 40 sieve) Silt & Clay (“Fines”) <0.074 mm (smaller than a No. 200 sieve) MATERIAL1,2 ASPHALT CONCRETE GRAVEL TOPSOIL VOID Limestone AGGREGATE BASE COURSE FILL3 MAN-PLACED SOILS GW WELL-GRADED GRAVEL gravel-sand mixtures, little or no fines GP POORLY-GRADED GRAVEL gravel-sand mixtures, little or no fines GM SILTY GRAVEL gravel-sand-silt mixtures GC CLAYEY GRAVEL gravel-sand-clay mixtures SW WELL-GRADED SAND gravelly sand, little or no fines SP POORLY-GRADED SAND gravelly sand, little or no fines SM SILTY SAND sand-silt mixtures SC CLAYEY SAND sand-clay mixtures ML SILT non-plastic to medium plasticity MH ELASTIC SILT high plasticity CL LEAN CLAY low to medium plasticity CH FAT CLAY high plasticity OL ORGANIC SILT or CLAY non-plastic to low plasticity OH ORGANIC SILT or CLAY high plasticity PT PEAT highly organic soils SHALE LIMESTONE 0 5 10 15 20 25 30 795 790 785 780 775 770 S-1 S-2 S-3 S-4 S-5 ST SS SS SS ST 24 18 18 18 24 24 18 18 18 24 (CH) FAT CLAY, dark brown, moist, hard (CL) LEAN CLAY, light brown, moist, very stiff, with limestone layers END OF BORING @ 10' 12 15 17 5 12 7 9 10 11 7328 17.9 4.5 32 19 3316 7.1 21 3.5 CLIENT LIV Companies Job #: 63:1207 BORING # B-1 SHEET PROJECT NAME Access Roads at Chisholm Trail Multi-Family Development ARCHITECT-ENGINEER Kimley-Horn SITE LOCATION Chisholm Trail Parkway and McPherson Boulevard, Fort Worth, TX NORTHING 32.61221 EASTING -97.40971 STATION THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL. WL Dry WS WD BORING STARTED 08/05/19 CAVE IN DEPTH NA WL(SHW)NA WL(ACR)NA BORING COMPLETED 08/05/19 HAMMER TYPE Auto WL Dry At Completion RIG Truck FOREMAN Total Depth DRILLING METHOD CFADRILLING METHOD CFADEPTH (FT)SAMPLE NO.SAMPLE TYPESAMPLE DIST. (IN)RECOVERY (IN)SURFACE ELEVATION DESCRIPTION OF MATERIAL WATER LEVELSELEVATION (FT)BLOWS/6"10 20 30 40 50+ 20%40%60%80%100% 1 2 3 4 5+ ENGLISH UNITS BOTTOM OF CASING LOSS OF CIRCULATION CALIBRATED PENETROMETER TONS/FT2 PLASTIC LIMIT % WATER CONTENT % LIQUID LIMIT % ROCK QUALITY DESIGNATION & RECOVERY RQD%REC.% STANDARD PENETRATION BLOWS/FT799 1 OF 1 0 5 10 15 20 25 30 820 815 810 805 800 795 S-1 S-2 S-3 S-4 S-5 ST ST ST ST SS 24 24 24 24 18 24 24 24 24 18 (CH) FAT CLAY, dark brown, moist, very stiff to hard, with calcareous deposits (CH) FAT CLAY, brown and light gray, moist, very stiff, blocky END OF BORING @ 9.5' 8 12 17 2.5 68 2114.2 4.5 4.5 4.5 29 CLIENT LIV Companies Job #: 63:1207 BORING # B-2 SHEET PROJECT NAME Access Roads at Chisholm Trail Multi-Family Development ARCHITECT-ENGINEER Kimley-Horn SITE LOCATION Chisholm Trail Parkway and McPherson Boulevard, Fort Worth, TX NORTHING 32.61083 EASTING -97.40973 STATION THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL. WL Dry WS WD BORING STARTED 08/05/19 CAVE IN DEPTH NA WL(SHW)NA WL(ACR)NA BORING COMPLETED 08/05/19 HAMMER TYPE Auto WL Dry At Completion RIG Truck FOREMAN Total Depth DRILLING METHOD CFADRILLING METHOD CFADEPTH (FT)SAMPLE NO.SAMPLE TYPESAMPLE DIST. (IN)RECOVERY (IN)SURFACE ELEVATION DESCRIPTION OF MATERIAL WATER LEVELSELEVATION (FT)BLOWS/6"10 20 30 40 50+ 20%40%60%80%100% 1 2 3 4 5+ ENGLISH UNITS BOTTOM OF CASING LOSS OF CIRCULATION CALIBRATED PENETROMETER TONS/FT2 PLASTIC LIMIT % WATER CONTENT % LIQUID LIMIT % ROCK QUALITY DESIGNATION & RECOVERY RQD%REC.% STANDARD PENETRATION BLOWS/FT823 1 OF 1 0 5 10 15 20 25 30 810 805 800 795 790 785 780 S-1 S-2 S-3 S-4 S-5 ST SS SS TCP ST 24 18 12 0.5 24 24 18 10 24 (CH) FAT CLAY, brown, moist, very stiff (CL) SANDY LEAN CLAY, light brown, moist, very stiff, with limestone layers LIMESTONE, tan, with clay seams (CH) FAT CLAY, brown and light gray, moist, very stiff END OF BORING @ 10' 18 8 36 28 50/4" 3.5 44 50/4" 100 4.5 CLIENT LIV Companies Job #: 63:1207 BORING # B-3 SHEET PROJECT NAME Access Roads at Chisholm Trail Multi-Family Development ARCHITECT-ENGINEER Kimley-Horn SITE LOCATION Chisholm Trail Parkway and McPherson Boulevard, Fort Worth, TX NORTHING 32.61069 EASTING -97.40893 STATION THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL. WL Dry WS WD BORING STARTED 08/05/19 CAVE IN DEPTH NA WL(SHW)NA WL(ACR)NA BORING COMPLETED 08/05/19 HAMMER TYPE Auto WL Dry At Completion RIG Truck FOREMAN Total Depth DRILLING METHOD CFADRILLING METHOD CFADEPTH (FT)SAMPLE NO.SAMPLE TYPESAMPLE DIST. (IN)RECOVERY (IN)SURFACE ELEVATION DESCRIPTION OF MATERIAL WATER LEVELSELEVATION (FT)BLOWS/6"10 20 30 40 50+ 20%40%60%80%100% 1 2 3 4 5+ ENGLISH UNITS BOTTOM OF CASING LOSS OF CIRCULATION CALIBRATED PENETROMETER TONS/FT2 PLASTIC LIMIT % WATER CONTENT % LIQUID LIMIT % ROCK QUALITY DESIGNATION & RECOVERY RQD%REC.% STANDARD PENETRATION BLOWS/FT810 1 OF 1 0 5 10 15 20 25 30 795 790 785 780 775 770 S-1 S-2 S-3 S-4 S-5 S-6 ST ST SS SS TCP SS 24 12 18 12 0.75 7 24 12 18 9 7 (CH) FAT CLAY, dark brown, moist, hard (CL) SANDY LEAN CLAY, light brown, moist, with limestone layers LIMESTONE, tan, with clay seams END OF BORING @ 10' 16 15 9 7 50/2" 36 50/1" 73 24 18.3 4.5 4.5 24 50/2" 100 50/1" CLIENT LIV Companies Job #: 63:1207 BORING # B-4 SHEET PROJECT NAME Access Roads at Chisholm Trail Multi-Family Development ARCHITECT-ENGINEER Kimley-Horn SITE LOCATION Chisholm Trail Parkway and McPherson Boulevard, Fort Worth, TX NORTHING 32.61057 EASTING -97.40795 STATION THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL. WL Dry WS WD BORING STARTED 08/05/19 CAVE IN DEPTH NA WL(SHW)NA WL(ACR)NA BORING COMPLETED 08/05/19 HAMMER TYPE Auto WL Dry At Completion RIG Truck FOREMAN Total Depth DRILLING METHOD CFADRILLING METHOD CFADEPTH (FT)SAMPLE NO.SAMPLE TYPESAMPLE DIST. (IN)RECOVERY (IN)SURFACE ELEVATION DESCRIPTION OF MATERIAL WATER LEVELSELEVATION (FT)BLOWS/6"10 20 30 40 50+ 20%40%60%80%100% 1 2 3 4 5+ ENGLISH UNITS BOTTOM OF CASING LOSS OF CIRCULATION CALIBRATED PENETROMETER TONS/FT2 PLASTIC LIMIT % WATER CONTENT % LIQUID LIMIT % ROCK QUALITY DESIGNATION & RECOVERY RQD%REC.% STANDARD PENETRATION BLOWS/FT796 1 OF 1 0 5 10 15 20 25 30 815 810 805 800 795 790 D4S- 36 D4S- 37 S-1 S-2 S-3 S-4 S-5 ST ST ST ST ST 24 24 24 24 24 24 24 24 24 24 (CH) FAT CLAY, dark brown, moist, hard (CL) SANDY LEAN CLAY, light brown, moist, very stiff to hard END OF BORING @ 10' 69 69 27 59 7427 20.1 4.5 17.8 4.5 4 37 16 13.5 3.5 3 CLIENT LIV Companies Job #: 63:1207 BORING # B-5 SHEET PROJECT NAME Access Roads at Chisholm Trail Multi-Family Development ARCHITECT-ENGINEER Kimley-Horn SITE LOCATION Chisholm Trail Parkway and McPherson Boulevard, Fort Worth, TX NORTHING 32.60929 EASTING -97.40974 STATION THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL. WL Dry WS WD BORING STARTED 08/05/19 CAVE IN DEPTH NA WL(SHW)NA WL(ACR)NA BORING COMPLETED 08/05/19 HAMMER TYPE Auto WL Dry At Completion RIG Truck FOREMAN Total Depth DRILLING METHOD CFADRILLING METHOD CFADEPTH (FT)SAMPLE NO.SAMPLE TYPESAMPLE DIST. (IN)RECOVERY (IN)SURFACE ELEVATION DESCRIPTION OF MATERIAL WATER LEVELSELEVATION (FT)BLOWS/6"10 20 30 40 50+ 20%40%60%80%100% 1 2 3 4 5+ ENGLISH UNITS BOTTOM OF CASING LOSS OF CIRCULATION CALIBRATED PENETROMETER TONS/FT2 PLASTIC LIMIT % WATER CONTENT % LIQUID LIMIT % ROCK QUALITY DESIGNATION & RECOVERY RQD%REC.% STANDARD PENETRATION BLOWS/FT817 1 OF 1 0 5 10 15 20 25 30 820 815 810 805 800 795 S-1 S-2 S-3 S-4 SS TCP TCP ST 18 1.25 1 24 15 24 (CL) SANDY LEAN CLAY, light brown, moist, very stiff to hard, with limestone layers LIMESTONE, tan, with clay seams (CH) FAT CLAY, reddish brown and brown, moist, hard END OF BORING @ 10' 45 45 50/3" 95 100 100 4.5 CLIENT LIV Companies Job #: 63:1207 BORING # B-6 SHEET PROJECT NAME Access Roads at Chisholm Trail Multi-Family Development ARCHITECT-ENGINEER Kimley-Horn SITE LOCATION Chisholm Trail Parkway and McPherson Boulevard, Fort Worth, TX NORTHING 32.60888 EASTING -97.40903 STATION THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL. WL Dry WS WD BORING STARTED 08/05/19 CAVE IN DEPTH NA WL(SHW)NA WL(ACR)NA BORING COMPLETED 08/05/19 HAMMER TYPE Auto WL Dry At Completion RIG Truck FOREMAN Total Depth DRILLING METHOD CFADRILLING METHOD CFADEPTH (FT)SAMPLE NO.SAMPLE TYPESAMPLE DIST. (IN)RECOVERY (IN)SURFACE ELEVATION DESCRIPTION OF MATERIAL WATER LEVELSELEVATION (FT)BLOWS/6"10 20 30 40 50+ 20%40%60%80%100% 1 2 3 4 5+ ENGLISH UNITS BOTTOM OF CASING LOSS OF CIRCULATION CALIBRATED PENETROMETER TONS/FT2 PLASTIC LIMIT % WATER CONTENT % LIQUID LIMIT % ROCK QUALITY DESIGNATION & RECOVERY RQD%REC.% STANDARD PENETRATION BLOWS/FT822 1 OF 1 0 5 10 15 20 25 30 820 815 810 805 800 795 S-1 S-2 S-3 S-4 S-5 ST ST ST ST TCP 24 24 24 24 0.5 24 24 24 24 (CH) FAT CLAY, dark brown, moist, hard, with limestone nodules (CH) FAT CLAY, brown, moist, very stiff to hard, with limestone nodules LIMESTONE, tan, with clay seams END OF BORING @ 10' 4.5 57 1913.6 3.5 4.5 4.5 100 CLIENT LIV Companies Job #: 63:1207 BORING # B-7 SHEET PROJECT NAME Access Roads at Chisholm Trail Multi-Family Development ARCHITECT-ENGINEER Kimley-Horn SITE LOCATION Chisholm Trail Parkway and McPherson Boulevard, Fort Worth, TX NORTHING 32.60896 EASTING -97.40805 STATION THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPES. IN-SITU THE TRANSITION MAY BE GRADUAL. WL Dry WS WD BORING STARTED 08/05/19 CAVE IN DEPTH NA WL(SHW)NA WL(ACR)NA BORING COMPLETED 08/05/19 HAMMER TYPE Auto WL Dry At Completion RIG Truck FOREMAN Total Depth DRILLING METHOD CFADRILLING METHOD CFADEPTH (FT)SAMPLE NO.SAMPLE TYPESAMPLE DIST. (IN)RECOVERY (IN)SURFACE ELEVATION DESCRIPTION OF MATERIAL WATER LEVELSELEVATION (FT)BLOWS/6"10 20 30 40 50+ 20%40%60%80%100% 1 2 3 4 5+ ENGLISH UNITS BOTTOM OF CASING LOSS OF CIRCULATION CALIBRATED PENETROMETER TONS/FT2 PLASTIC LIMIT % WATER CONTENT % LIQUID LIMIT % ROCK QUALITY DESIGNATION & RECOVERY RQD%REC.% STANDARD PENETRATION BLOWS/FT823 1 OF 1 APPENDIX C – Laboratory Testing Laboratory Testing Summary Lime Series Chart ECS Southwest, LLP Carrollton, Texas Laboratory Testing Summary Date:9/6/2019 Project Number:63:1207 Project Name:Access Roads at Chisholm Trail Multi-Family Development Project Engineer:RGG Principal Engineer:RJ Summary By:RGG Dry Boring Sample Depth MC1 Soil Unit Final Number Number (feet)(%)Type2 Weight Moisture Surcharge Swell (pcf)(%)(psf)(%) B-1 S-1 0 - 2 17.9 CH 73 28 45 S-3 4 - 5.5 7.1 CL 33 16 17 B-2 S-2 2 - 4 14.2 CH 68 21 47 B-4 S-1 0 - 2 18.3 CH 73 24 49 B-5 S-1 0 - 2 20.1 CH 74 27 47 32.1 140 7.9 S-2 2 - 4 17.8 23.8 380 8.2 S-4 6 - 8 13.5 CL 37 16 21 16.4 860 0.3 Bulk 0 - 2 B-7 S-2 2 - 4 17.8 CH 57 19 38 S-3 4 - 6 Notes:1. ASTM D 2216, 2. ASTM D 2487, 3. ASTM D 4318, 4. ASTM D 7260, 5. ASTM D 1140, 6. ASTM D 4546 Definitions:MC: Moisture Content, Soil Type: USCS (Unified Soil Classification System), LL: Liquid Limit, PL: Plastic Limit, PI: Plasticity Index, NP: Non Plastic 1,090 499 1,099 112 138 1,281 Percent 81.6 Soluble Sulfate (ppm)Passing Sieve5 One-Dimensional Swell6Atterberg Limits3 78.5 LL PL PI No. 200 78.9 95.4 78.3 ECS Southwest, LLP Dallas, TX Project No: 1207 Date : 09/06/2019 Project : Access Roads at Chisholm Trail Multi-Family Development Tested By : KM Source : B5 Lime pH Series Test % of Hydrated Lime Corrected pH Remarks 0%8.65 2%12.19 4%12.30 6%12.38 8%12.46 10%12.52 0.00 2.00 4.00 6.00 8.00 10.00 12.00 14.00 0%1%2%3%4%5%6%7%8%9%10%PH valuePercent of Hydrated Lime APPENDIX D – General WinPAS Pavement Design Outputs WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Access Roads at Chisholm Trail Multi -Family Development Route: Chisholm Trail Parkway and McPherson Boulevard Location: Fort Worth, Texas Owner/Agency: LIV Companies Design Engineer: RJ Rigid Pavement Design/Evaluation Concrete Thickness 10.44 inches Load Transfer Coefficient 3.00 Total Rigid ESALs 13,170,000 Modulus of Subgrade Reaction 196 psi/in. Reliability 90.00 percent Drainage Coefficient 1.00 Overall Standard Deviation 0.39 Initial Serviceability 4.50 Flexural Strength 620 psi Terminal Serviceability 2.50 Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade Unadjusted Modulus of Subgrade Reaction Depth to Rigid Foundation Loss of Support Value (0,1,2,3) i$s Modulus of Subgrade Reaction 196 psi/in. Thursday, September 5, 2019 10:42:55AM Engineer: RGG WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Access Roads at Chisholm Trail Multi -Family Development Route: Chisholm Trail Parkway and McPherson Boulevard Location: Fort Worth, Texas Owner/Agency: LIV Companies Design Engineer: RJ Rigid Pavement Design/Evaluation Concrete Thickness 8.05 inches Load Transfer Coefficient 3.00 Total Rigid ESALs 3,006,000 Modulus of Subgrade Reaction 196 psi/in. Reliability 90.00 percent Drainage Coefficient 1.00 Overall Standard Deviation 0.39 Initial Serviceability 4.50 Flexural Strength 620 psi Terminal Serviceability 2.25 Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade Unadjusted Modulus of Subgrade Reaction Depth to Rigid Foundation Loss of Support Value (0,1,2,3) i$s Modulus of Subgrade Reaction 196 psi/in. Friday, September 6, 2019 9:22:36AM Engineer: RGG WinPAS Pavement Thickness Design According to 1993 AASHTO Guide for Design of Pavements Structures American Concrete Pavement Association Rigid Design Inputs Project Name: Access Roads at Chisholm Trail Multi -Family Development Route: Chisholm Trail Parkway and McPherson Boulevard Location: Fort Worth, Texas Owner/Agency: LIV Companies Design Engineer: RJ Rigid Pavement Design/Evaluation Concrete Thickness 6.24 inches Load Transfer Coefficient 3.00 Total Rigid ESALs 929,569 Modulus of Subgrade Reaction 180 psi/in. Reliability 85.00 percent Drainage Coefficient 1.00 Overall Standard Deviation 0.39 Initial Serviceability 4.50 Flexural Strength 620 psi Terminal Serviceability 2.00 Modulus of Elasticity 4,000,000 psi Modulus of Subarade Reaction (k-value) Determination Resilient Modulus of the Subgrade Unadjusted Modulus of Subgrade Reaction Depth to Rigid Foundation Loss of Support Value (0,1,2,3) i$s Modulus of Subgrade Reaction 180 psi/in. Friday, September 6, 2019 2:35:02PM Engineer: RGG CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: April 12, 2019 The Fort Worth Water Department’s Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department’s Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department’s Standard Specifications and the Fort Worth Water Department’s Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department’s Standard Specifications or is on the Fort Worth Water Department’s Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A.Water & Sewer 1. Manholes & Bases/Components ........................................................... 1 2.Manholes & Bases/Fiberglass ............................................................... 2 3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4.Manholes & Bases/Frames & Covers/Round ....................................... 4 5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6.Manholes & Bases/Precast Concrete .................................................... 6 7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7 8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9.Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer ............................................................................... 10 11. Pipes/Ductile Iron ................................................................................. 11 12. Utility Line Marker ............................................................................... 12 B.Sewer 13. Coatings/Epoxy ..................................................................................... 13 14. Coatings/Polyurethane .......................................................................... 14 15. Combination Air Valves ....................................................................... 15 16. Pipes/Concrete ...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE .......................................................................................... 19 20. Pipes/PVC (Pressure Sewer) ................................................................. 20 21. Pipes/PVC* ........................................................................................... 21 22. Pipes/Rehab/CIPP ................................................................................. 22 23. Pipes/Rehab/Fold & Form .................................................................... 23 24. Pipes/Open Profile Large Diameter ...................................................... 24 C.Water 25. Appurtenances ....................................................................................... 25 26. Bolts, Nuts, and Gaskets ....................................................................... 26 27. Combination Air Release Valve ........................................................... 27 28. Dry Barrel Fire Hydrants ...................................................................... 28 29. Meters ................................................................................................... 29 30. Pipes/PVC (Pressure Water) ................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement ..................................................................... 34 35. Sampling Stations ................................................................................. 35 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.* From Original Standard Products ListClick to Return to the Table of Content1Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 13 30" DI MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 13 30" DI MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 13 30" DI MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" DI MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 33 05 13 30" DI MH Ring and Cover (Hinged & Lockable)East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A53630" Dia06/01/17 34 05 13 30" DI MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.08/24/17 33 05 13.01 30" DI MH Ring and Cover (Hinge & Lock) CompositeSewperCoverSCDH 3000, Std. Dbl Hinge Non-Metalic Ring and Cover w/Lock HD/FRP Composite30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"*33 39 10 Manhole, Precast ConcreteForterra(formerly Gifford-Hill, Hanson )ASTM C 47848"04/26/00 33 39 10 MH, Single Offset Seal JointForterra(formerly Gifford-Hill, Hanson )Type F Dwg 35-0048-001ASTM C 47848" Diam MH09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"* From Original Standard Products ListClick to Return to the Table of Content6Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13)7/21/97 33 31 13 Cent. Cast FiberglassHobas Pipe USA, Inc.Hobas Pipe (Non-Pressure)ASTM D3262/D375403/22/10 33 31 13 Fiberglass PipeAmeronBondstrand RPMP PipeASTM D3262/D375410/30/03Glass-Fiber Reinforced Polymer PipeThompson Pipe GroupFlowtiteASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeCertain-Teed Products CorpASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeNapco Manufacturing CorpASTM D 3034, D 17844" & 8"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26 and SDR-35 ASTM F 789, ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"33-31-20 PVC Sewer PipeRoyal Building ProductsRoyal Seal Solid Wall Pipe SDR 26 & 35ASTM 30344" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)ASTM F 67918" - 27"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDr-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationPS 46 ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 303411/17/99E100-2Closed Profile PVC PipeDiamond Plastics CorporationASTM 1803/F79418" to 48"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"* From Original Standard Products ListClick to Return to the Table of Content21Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 240AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeAWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationTrans 21, DR 14, DR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 14"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-12"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manifacturing Co., Inc d/b/a JM EagleDR 18"Blue Brute"AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"* From Original Standard Products ListClick to Return to the Table of Content30Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34Updated: 04/12/2019 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35Updated: 04/12/2019 Approval Spec No.Classsification Manufacturer Model No.National Spec Size Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 11/28/18) 9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia 9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia 9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia ++ Portions of this product is not made within the United States CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST **Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. Updated: 04/03/2019 * From Original Standard Products List Click to Return to the Table of Content 1