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064614-PM1 - Construction-Related - Contract - SDI Rancho Canyon, LLC, and Burleson Construction Inc.
PROJECT MANUAL FOR THE CONSTRUCTION OF WATER, SEWER, AND PAVING IMPROVEMENTS TO SERVE Green Brick Retail Development IPRC Record No. IPRC25-0058 City Project No. 106220 FID No. 30114-0200431-106220-E07685 File No. X File No. X-28556 Mattie Parker Jesus Chapa Mayor City Manager Christopher P. Harder P.E. Director, Water Department Lauren Prieur, P.E. Director, Transportation and Public Works Department Prepared for The City of Fort Worth January 2026 Winkelmann & Associates, Inc. Surveyors & Consulting Civil Engineers 6750 Hillcrest Plaza Dr. Suite 215 Dallas, TX 75230 Texas Engineers Registration No. 89 CSC No. 64614-PM1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 8 CITY OF FORT WORTH Green Brick Retail STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106220 Revised March 20, 2020 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 00 11 13 Invitation to Bidders 03/20/2020 00 21 13 Instructions to Bidders 03/20/2020 00 41 00 Bid Form 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 00 43 13 Bid Bond 04/02/2014 00 45 11 Bidders Prequalification’s 04/02/2014 00 45 12 Prequalification Statement 09/01/2015 00 45 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 Minority Business Enterprise Goal 08/21/2018 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 72 00 General Conditions 11/15/2017 00 73 00 Supplementary Conditions 07/01/2011 00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 01/10/2013 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 01 31 20 Project Meetings 07/01/2011 01 32 33 Preconstruction Video 08/30/2013 01 33 00 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 8 CITY OF FORT WORTH Green Brick Retail STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106220 Revised March 20, 2020 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project’s Contract Documents NONE Division 02 - Existing Conditions Date Modified 02 41 13 Selective Site Demolition 02 41 14 Utility Removal/Abandonment 02 41 15 Paving Removal Division 03 - Concrete 03 30 00 Cast-In-Place Concrete 03 34 13 Controlled Low Strength Material (CLSM) 03 34 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26 - Electrical 26 05 00 Common Work Results for Electrical 26 05 10 Demolition for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 31 - Earthwork 31 10 00 Site Clearing 31 23 16 Unclassified Excavation 31 23 23 Borrow 31 24 00 Embankments 31 25 00 Erosion and Sediment Control 31 36 00 Gabions 31 37 00 Riprap Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair 32 01 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 32 11 23 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 11 33 Cement Treated Base Courses 32 11 37 Liquid Treated Soil Stabilizer 32 12 16 Asphalt Paving 32 12 73 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 13 73 Concrete Paving Joint Sealants 32 14 16 Brick Unit Paving 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 17 23 Pavement Markings 32 17 25 Curb Address Painting 32 31 13 Chain Fences and Gates 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 8 CITY OF FORT WORTH Green Brick Retail STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106220 Revised March 20, 2020 32 31 26 Wire Fences and Gates 32 31 29 Wood Fences and Gates 32 32 13 Cast-in-Place Concrete Retaining Walls 32 91 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro-Mulching, Seeding, and Sodding 32 93 43 Trees and Shrubs Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 33 01 31 Closed Circuit Television (CCTV) Inspection 33 03 10 Bypass Pumping of Existing Sewer Systems 33 04 10 Joint Bonding and Electrical Isolation 33 04 11 Corrosion Control Test Stations 33 04 12 Magnesium Anode Cathodic Protection System 33 04 30 Temporary Water Services 33 04 40 Cleaning and Acceptance Testing of Water Mains 33 04 50 Cleaning of Sewer Mains 33 05 10 Utility Trench Excavation, Embedment, and Backfill 33 05 12 Water Line Lowering 33 05 13 Frame, Cover and Grade Rings - Cast Iron 33 05 13.10 Frame, Cover and Grade Rings - Composite 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 33 05 16 Concrete Water Vaults 33 05 17 Concrete Collars 33 05 20 Auger Boring 33 05 21 Tunnel Liner Plate 33 05 22 Steel Casing Pipe 33 05 23 Hand Tunneling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 05 30 Location of Existing Utilities 33 11 05 Bolts, Nuts, and Gaskets 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 33 11 14 Buried Steel Pipe and Fittings 33 11 15 Pre-Stressed Concrete Cylinder Pipe 33 12 10 Water Services 1-inch to 2-inch 33 12 11 Large Water Meters 33 12 20 Resilient Seated Gate Valve 33 12 21 AWWA Rubber-Seated Butterfly Valves 33 12 25 Connection to Existing Water Mains 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 33 12 40 Fire Hydrants 33 12 50 Water Sample Stations 33 12 60 Standard Blow-off Valve Assembly 33 31 12 Cured in Place Pipe (CIPP) 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 8 CITY OF FORT WORTH Green Brick Retail STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106220 Revised March 20, 2020 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 33 31 22 Sanitary Sewer Slip Lining 33 31 23 Sanitary Sewer Pipe Enlargement 33 31 50 Sanitary Sewer Service Connections and Service Line 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 33 39 10 Cast-in-Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 30 Fiberglass Manholes 33 39 40 Wastewater Access Chamber (WAC) 33 39 60 Epoxy Liners for Sanitary Sewer Structures 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 33 41 12 Reinforced Polyethlene (SRPE) Pipe 33 46 00 Subdrainage 33 46 01 Slotted Storm Drains 33 46 02 Trench Drains 33 49 10 Cast-in-Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34 - Transportation 34 41 10 Traffic Signals 34 41 10.01 Attachment A – Controller Cabinet 34 41 10.02 Attachment B – Controller Specification 34 41 10.03 Attachment C – Software Specification 34 41 11 Temporary Traffic Signals 34 41 13 Removing Traffic Signals 34 41 15 Rectangular Rapid Flashing Beacon 34 41 16 Pedestrian Hybrid Signal 34 41 20 Roadway Illumination Assemblies 34 41 20.01 Arterial LED Roadway Luminaires 34 41 20.02 Freeway LED Roadway Luminaires 34 41 20.03 Residential LED Roadway Luminaires 34 41 30 Aluminum Signs 34 71 13 Traffic Control 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 8 CITY OF FORT WORTH Green Brick Retail STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106220 Revised March 20, 2020 Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City’s website at: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/ProjectResources/ Division 02 - Existing Conditions Last Revised 02 41 13 Selective Site Demolition 12/20/2012 02 41 14 Utility Removal/Abandonment 12/20/2012 02 41 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast-In-Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 26 05 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi-Duct Conduit 02/26/2016 Division 31 - Earthwork 31 10 00 Site Clearing 12/20/2012 31 23 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 31 36 00 Gabions 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair 12/20/2012 32 01 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 11 33 Cement Treated Base Courses 12/20/2012 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 32 12 16 Asphalt Paving 12/20/2012 32 12 73 Asphalt Paving Crack Sealants 12/20/2012 32 13 13 Concrete Paving 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 13 73 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Brick Unit Paving 12/20/2012 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 6 of 8 CITY OF FORT WORTH Green Brick Retail STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106220 Revised March 20, 2020 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 17 23 Pavement Markings 11/22/2013 32 17 25 Curb Address Painting 11/04/2013 32 31 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 Wood Fences and Gates 12/20/2012 32 32 13 Cast-in-Place Concrete Retaining Walls 06/05/2018 32 91 19 Topsoil Placement and Finishing of Parkways 12/20/2012 32 92 13 Hydro-Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 04 11 Corrosion Control Test Stations 12/20/2012 33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012 33 04 30 Temporary Water Services 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 33 05 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 33 05 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings – Cast Iron 01/22/2016 33 05 13.10 Frame, Cover and Grade Rings – Composite 01/22/2016 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 12/20/2012 33 05 16 Concrete Water Vaults 12/20/2012 33 05 17 Concrete Collars 12/20/2012 33 05 20 Auger Boring 12/20/2012 33 05 21 Tunnel Liner Plate 12/20/2012 33 05 22 Steel Casing Pipe 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 12/20/2012 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 12 11 Large Water Meters 12/20/2012 33 12 20 Resilient Seated Gate Valve 12/20/2012 33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012 33 12 25 Connection to Existing Water Mains 02/06/2013 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 12 40 Fire Hydrants 01/03/2014 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 7 of 8 CITY OF FORT WORTH Green Brick Retail STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106220 Revised March 20, 2020 33 12 50 Water Sample Stations 12/20/2012 33 12 60 Standard Blow-off Valve Assembly 06/19/2013 33 31 12 Cured in Place Pipe (CIPP) 12/20/2012 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 12/20/2012 33 31 22 Sanitary Sewer Slip Lining 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012 33 39 10 Cast-in-Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 Fiberglass Manholes 12/20/2012 33 39 40 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012 33 41 12 Reinforced Polyethlene (SRPE) Pipe 11/13/2015 33 46 00 Subdrainage 12/20/2012 33 46 01 Slotted Storm Drains 07/01/2011 33 46 02 Trench Drains 07/01/2011 33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 34 41 10 Traffic Signals 10/12/2015 34 41 10.01 Attachment A – Controller Cabinet 12/18/2015 34 41 10.02 Attachment B – Controller Specification 02/2012 34 41 10.03 Attachment C – Software Specification 01/2012 34 41 11 Temporary Traffic Signals 11/22/2013 34 41 13 Removing Traffic Signals 12/20/2012 34 41 15 Rectangular Rapid Flashing Beacon 11/22/2013 34 41 16 Pedestrian Hybrid Signal 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 34 41 50 Single-Mode Fiber Optic Cable 02/26/2016 34 71 13 Traffic Control 11/22/2013 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 8 of 8 CITY OF FORT WORTH Green Brick Retail STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS City Project No. 106220 Revised March 20, 2020 Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION 00 42 43 DAP - BID PROPOSAL Page 1 of 6 1 0241.1016 Remove 16" Water Line 02 41 14 LF 5 $173.00 $865.00 2 0241.1406 Abandon 16" Water Valve 02 41 14 EA 1 $1,066.22 $1,066.22 3 0241.1403 Abandon 8" Water Valve 02 41 14 EA 2 $1,065.08 $2,130.16 4 0241.1351 Salvage 16" Water Valve 02 41 14 EA 1 $2,960.00 $2,960.00 5 3311.0441 12" Water Pipe 33 11 10, 33 11 12 LF 97 $205.71 $19,953.87 6 3311.0141 6" Water Pipe 34 11 10, 33 11 12 LF 10 $55.00 $550.00 7 3312.2003 1" Water Service 33 12 10 EA 2 $1,989.00 $3,978.00 8 3312.2203 2" Water Service 33 12 10 EA 2 $2,949.00 $5,898.00 9 3312.3002 6" Gate Valve 33 12 20 EA 2 $3,711.71 $7,423.42 10 3312.3005 12" Gate Valve 34 12 20 EA 2 $8,804.00 $17,608.00 11 3312.0001 Fire Hydrant 33 12 40 EA 1 $5,732.01 $5,732.01 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 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 TOTAL UNIT I: WATER IMPROVEMENTS $68,164.68 Bid Quantity UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure Project Item Information Bidlist Item No. UNIT I: WATER IMPROVEMENTS Unit Price Bid Value CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xlsx 00 42 43 DAP - BID PROPOSAL Page 2 of 6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure Project Item Information Bidlist Item No.Unit Price Bid Value 1 3339.0003 Wastewater Access Chamber 33 39 40 EA 4 $7,865.00 $31,460.00 2 3331.4115 8" Sewer Pipe 33 11 10 LF 249 $52.78 $13,142.22 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 36 37 38 39 40 41 42 43 44 45 UNIT II: SANITARY SEWER IMPROVEMENTS TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $44,602.22 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xlsx 00 42 43 DAP - BID PROPOSAL Page 3 of 6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure Project Item Information Bidlist Item No.Unit Price Bid Value 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 UNIT III: DRAINAGE IMPROVEMENTS TOTAL UNIT III: DRAINAGE IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xlsx 00 42 43 DAP - BID PROPOSAL Page 4 of 6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure Project Item Information Bidlist Item No.Unit Price Bid Value 1 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 160 $ 12.00 $1,920.00 2 0241.0100 Remove Sidewalk 02 41 13 SF 1145 $ 4.00 $4,580.00 3 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 4 $ 1,750.00 $7,000.00 4 3213.0103 8" Conc Pvmt 32 13 13 SY 235 $ 75.46 $17,733.10 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 $31,233.10 UNIT IV: PAVING IMPROVEMENTS TOTAL UNIT IV: PAVING IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xlsx 00 42 43 DAP - BID PROPOSAL Page 5 of 6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure Project Item Information Bidlist Item No.Unit Price Bid Value 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 UNIT V: STREET LIGHTING IMPROVEMENTS TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xlsx 00 42 43 DAP - BID PROPOSAL Page 6 of 6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure Project Item Information Bidlist Item No.Unit Price Bid Value This Bid is submitted by the entity named below: BIDDER:BY: Burleson Construction Inc. 13340 S Gessner Road Missouri City Texas 77489 TITLE: DATE: 60 END OF SECTION Bid Summary Project Manager 10/9/2025 Rick Lotterer Contractor agrees to complete WORK for FINAL ACCEPTANCE within working days after the date when the CONTRACT commences to run as provided in the General Conditions. Total Construction Bid $44,602.22 $31,233.10 $144,000.00 UNIT V: STREET LIGHTING IMPROVEMENTS UNIT I: WATER IMPROVEMENTS $68,164.68 UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xlsx 00 45 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT – DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP.docx Form Version September 1, 2015 SECTION 00 45 12 DAP – PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the “Major Work Type” box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water New Development- Connecting to Ex, 16” PVC for a 12” service lines and all associated 6”, 2”, and 1” tees and valves. 1 new fire hydrant Trophy Construction Services LLC 4-30-2026 Sewer New Development- Demo portion of Ex. 8” stub, install new 8” service line and manholes for both lots Trophy Construction Services LLC 4-30-2026 Concrete Paving- Two drive approaches and P-1 ramps JCK Commercial INC The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Burleson Construction Inc 13340 S Gessner Road Missouri City, Texas, 77489 BY: Rick Lotterer _________________________________________ (Signature) TITLE: Project Manager DATE: 10-14-2025 END OF SECTION 1-31-2027 00 45 26-1 CONTRACTOR COMPLIANCEWITH WORKER'S COMPENSATION LAW Page 1 of 2 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 5 6 7 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 106220. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it wilL provide to City its subcontractor's certificates of compLiance with worker's compensation coverage. 8 9 10 11 CONTRACTOR: Burleson Construction Inc Company By: Rick Lotterer (Please Print) 13340 S Gessner Road Address salgnature, 4 k Missouri City, TX, 77489 City/State/Zip TitLe: Project Manager (Please Print) THE ST ATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, on this day personally appeared /2t'e" bfl<-<<z ,knowntometobethepersonwhosenameis SubSCribed tO the foregoing instrument) and aCknOWledged tO me that he/she executed the sameastheactanddeedof [;st[tys (!mArw-A:+ rAc- forthepurposesand consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this RU3os4-, 2027 day of CITY OF FORTWORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April2, 2014 Green Brick Retarl CityProjectNo. 106220 00 45 26 - 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 2 of 2 1 2 3 4 5 6 Notary Public in and for the State of Texas ENDOFSECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Green Brick Retai{ CityProjectNo. 106220 Revised April2, 2014 July 30, 2025 005243-2 Developer Awarded ?roject Agreement Page 2 ot 6 29 30 31 32 33 3a 35 36 37 specified in Paragraph 3.2 above, plus any extension thereof allowed in accardance with Article 10 of the Standard City Conditians of the Construction Contract for De�eloper Awarded Projects. The Contractor also recognizes the delays, expense and difficulties invol�ed in proving in a legal proceeding the actual ioss suffered by the Developer if the Work is not corr�pleted on time. Accordingly, instead of requiring any sucF� proof , Contractor agrees that as liquidated damages for deLay (but not as a penalty), Contractor shall pay Developer one thousand Dollars ($1.000.00) for each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until #he Ci#y issues the Final Letter of Acceptance. 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for pertarmance of the Work in accordance with the 40 Contract Docum�nts an amount in current funds o# one hundred and fourty four thousand 41 do{{ars and no cents. Do�lars ($144,000.00). 42 43 44 45 46 Article 5. CONTRACT DOCUMENTS 5.1 CON�'ENTS: A. The Cantract Documents whicF� camprise t�e entire agreement between De�eloper and Cantractor concerning the Work consist of the following: 1. This Agreement. 47 2. Attachments to this Agreement: 48 a. Bid Form (As provided by Developerj 49 1) Proposat Form (DAP Version) 50 2) Prequalification Statement 51 3) State and Federal documents (projectspecificJ 52 53 54 55 5£ b. Insurance ACORD Form(s) c. Payment Bond (DAP Versian) d. Pertormance Bond (DAP Version) e. Maintenance Bond (DAP Version) f. Power of Attorney for the Bonds 57 g. Worker's Compensation Affida�it CIN OF FORT WORTH Green 8rrck Reta�� STANDARp G4NSTRUCTION SPECIFICATION DOCUMENTS-DEVELOPERAWARDED PROJECTS CityProjectNo, 10G220 Re�ised June 16, 2016 005243-3 De�eloper Awarded Project Agreement Page 3 of 6 58 59 60 61 h. MBE and/or SB� Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 4. Su{�plementary Conditions. 62 5. 5pecifications specifically made a part of the Contract Documents by 63 attachrnent or, if not attached, as incnrporated by reference and described in 64 the Tabie of Contents of the Project's Contract Documents. 65 6. Drawings. ,. 67 68 69 70 71 72 73 74 75 76 7. Addenda. 8. Documentation submitted by Contractor prior to Notice af Award. 9. The following which may be delivered or issued a�ter the Effec#i�e Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Praceed. b. Field Orders. c. Change Orders. d. Letter af Final Acceptance. CITY OF FORT WORTH Green Brrck RetaiC STANDARD CONSTRUCTION SPECIFIGATION DOGUMENTS- DEVELOPER AWARDED PROJECTS CrryAroject No, 106220 Re�ised June 76, 2016 005243-4 DeveloperAwarded ProjectAgreement Page 4 oi 6 77 Article 6. INDEMNIFICATION 78 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its 79 own expe�se, #he city, its officers, servants and employees, from and against any 80 and alE claims arising out of, or aileged ta arise out of, the work and ser�ices to be 81 performed by the contractor, its officers, agents, employees, subcontractors, 82 licenses or invitees under this contract. ��a� i��d�mnifi��tion pr�Visivrl �� 83 ���cifi��lly� ip#eo�e� #o �#��t�#e and be i�#��#�V� eV�€� �t it iS ��l�g�Sf �t�4Y�l13�# $4 �s�r ��.m� �f ih� d�m�es �.i�n���ugF�# w����.�s�d, in w�o�e or �� g��. krY ��Y 85 ��t, ���ssio� �r �e����� o� tbe c�ty�. This indemnity pro�ision is intended to 86 include, without limitation, indemnity for costs, expenses and legal fees incurred 87 by the city in defending against such claims and causes of actions. $8 6.2 Contractar co�enants and agrees ta indemnify and hold harmless, at its own 89 expense, the city, its officers, ser�ants and employees, from and against any and 90 all loss, damage or destruction of property of the city, arising out of, or alleged ta 91 �rise out flf, the wark and ser�ices to be performed by the contractor, its officers, 92 agents, employees, subcontractors, licensees or invitees under this contract. 93 �f��s in�lsrr�ni��ca#��n pro►risior� i� s�eckfically �rrte�dec� to ��era#e and b� �ffe�tiv� 94 �ve� t� it is ��E��e� vr �r�ven #h�i a�l �r s�m� a� ��� ����,�� L���s���ht were 95 ���s�it1����3�x�Y�o€x�issi�n�c���E�e���}��ci�yx 96 97 Article 7. MISCELLANEOUS 98 7.1 Terms. 99 Terms used in this Agreement are defined in Article 1 of the Standard City Condi#ions 100 of the Construction Contract for De�eloper Awarded Projects. 101 7.2 Assignment of Contract. 102 This Agreement, including alt of the Contract Documents may not be assigned by the 'i 43 Contractor without the ad�anced express written consent of the Developer. 104 7.3 Successors and Assigns. 1 a5 Developer and Contractor each binds itse[f, its partners, successors, assigns and 106 legal representati�es to the other party hereto, in respect to all co�enants, 107 agreements and obligations contained in the Contract Documents. CITY OF FORT WQR�H Green 8rick Retar! STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDf D PROJECTS Gity Pro�ect No, ?06220 Revised lune 16, 2016 005243-5 DeveloperAwarded ProjectAgreement Page5of6 10$ 7.4 5everability. 109 Any provision or part of the Con#ract Documents held ta be unconstitutianal, void or 11 D unenforceable by a court of campetent jurisdiction shalf be deemed stricken, and all 111 remaining provisions s�alE contir�ue to be va[id and hinding upon DEVELOPER and 112 CON�RAC70R. 113 7.5 Governing Law and Venue. i 14 This Agreernent, including all of the Contract Documents is perFormable in the State 115 of Texas. Venue shall be Tarrant County, Texas, or the United States District Court for 116 the Northern District of Texas, Fort Worth Division. 117 7.6 Authority to Sign. 11 S Contractor shalt attach evidence o# authority to sig� Agreement, if other than duly 119 authorized signatory af the Contractor. 120 121 'I 22 i23 �24 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effecti�e as of the last date signed by the Parties (" Effecti�e bate"). Contractor: �jWZI.F%rf G�iC�+[G�} �� • � �Y: �� �—�- {Signaturej Develope�: � �� �c� r���G r� �fic�/'4 � �� �I � '"� �'�� {Signaturej CIN QF FQRT WORTH Green Brlck Retal! STANDARD CONSTFiUCT10N SPEClFIG4TiONf DOCUMHVTS DEVB..OPffI AWARQ� PROJECTS CiryProjectNo, ?06220 ReHsedJune16,2016 .�� � �o�� . .. (Printed Name} 005243•6 Oe�eloper Awarded ProJecc Ag�eement Page & ot 6 c���-�s �- sh�� (Printed iVarne) � Titie: �j{.�c,�jviQi�l V�J � ��,�ii{e: � �ana�� Company Name: Company name: Address: Address: �� 3�r� � Grs�� r�. .. I�fGu W�s ��� ..��'h -- -S s�. �� k � �� �i 125 City/State/Zip: ���� � S ��ys � _07/30/2025 Date c�ri�stet��z��= j�ovs�'1 f TrC 77U:�7 07/30/2025 Date CIN DF FORi WORTH �reen 9.�ck ReraN STANpARO CONSTRl1CFION SPEGFICATION DOCUMENTS - DEVELOPER AWARDED PAOlECTS Ciry Proletf No. 10622Q Revised lune �$, 2018 Form HG 00 01 09 16 Page 1 of 22 © 2016 The Hartford (Includes copyrighted material of Insurance Services Office, Inc. with its permission.) COMMERCIAL GENERAL LIABILITY COVERAGE FORM Various provisions in this policy restrict coverage. Read the entire policy carefully to determine rights, duties and what is and is not covered. Throughout this policy the words "you" and "your" refer to the Named Insured shown in the Declarations, and any other person or organization qualifying as a Named Insured under this policy. The words "we", "us" and "our" refer to the stock insurance company member of The Hartford providing this insurance. The word "insured" means any person or organization qualifying as such under Section II - Who Is An Insured. Other words and phrases that appear in quotation marks have special meaning. Refer to Section V - Definitions. SECTION I - COVERAGES COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY 1. Insuring Agreement a.We will pay those sums that the insured becomes legally obligated to pay as damages because of "bodily injury" or "property damage" to which this insurance applies. We will have the right and duty to defend the insured against any "suit" seeking those damages. However, we will have no duty to defend the insured against any "suit" seeking damages for "bodily injury" or "property damage" to which this insurance does not apply. We may, at our discretion, investigate any "occurrence" and settle any claim or "suit" that may result. But: (1)The amount we will pay for damages is limited as described in Section III - Limits Of Insurance; and (2)Our right and duty to defend ends when we have used up the applicable limit of insurance in the payment of judgments or settlements under Coverages A or B or medical expenses under Coverage C. No other obligation or liability to pay sums or perform acts or services is covered unless explicitly provided for under Supplementary Payments - Coverages A and B. b.This insurance applies to "bodily injury" and "property damage" only if: (1)The "bodily injury" or "property damage" is caused by an "occurrence" that takes place in the "coverage territory"; (2)The "bodily injury" or "property damage" occurs during the policy period; and (3)Prior to the policy period, no insured listed under Paragraph 1.of Section II - Who Is An Insured and no "employee" authorized by you to give or receive notice of an "occurrence" or claim, knew that the "bodily injury" or "property damage" had occurred, in whole or in part. If such a listed insured or authorized "employee" knew, prior to the policy period, that the "bodily injury" or "property damage" occurred, then any continuation, change or resumption of such "bodily injury" or "property damage" during or after the policy period will be deemed to have been known prior to the policy period. c."Bodily injury" or "property damage" will be deemed to have been known to have occurred at the earliest time when any insured listed under Paragraph 1.of Section II - Who Is An Insured or any "employee" authorized by you to give or receive notice of an "occurrence" or claim: (1)Reports all, or any part, of the "bodily injury" or "property damage" to us or any other insurer; (2)Receives a written or verbal demand or claim for damages because of the "bodily injury" or "property damage"; or (3)Becomes aware by any other means that "bodily injury" or "property damage" has occurred or has begun to occur. d.Damages because of "bodily injury" include damages claimed by any person or organization for care, loss of services or death resulting at any time from the "bodily injury". e. Incidental Medical Malpractice And Good Samaritan Coverage "Bodily injury" arising out of the rendering of or failure to render the following health care services by any "employee" or "volunteer worker" shall be deemed to be caused by an "occurrence" for: Page 2 of 22 Form HG 00 01 09 16 (1)Professional health care services such as: (a)Medical, surgical, dental, laboratory, x-ray or nursing services or treatment, advice or instruction, or the related furnishing of food or beverages; (b)Any health or therapeutic service, treatment, advice or instruction; or (c)The furnishing or dispensing of drugs or medical, dental, or surgical supplies or appliances; or (2)First aid services, which include: (a)Cardiopulmonary resuscitation, whether performed manually or with a defibrillator; or (b)Services performed as a Good Samaritan. For the purpose of determining the limits of insurance, any act or omission together with all related acts or omissions in the furnishing of these services to any one person will be considered one "occurrence". However, this Incidental Medical Malpractice And Good Samaritan Coverage provision applies only if you are not engaged in the business or occupation of providing any of the services described in this provision. 2. Exclusions This insurance does not apply to: a. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. b. Contractual Liability "Bodily injury" or "property damage" for which the insured is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages: (1)That the insured would have in the absence of the contract or agreement; or (2)Assumed in a contract or agreement that is an "insured contract", provided the "bodily injury" or "property damage" occurs subsequent to the execution of the contract or agreement. Solely for the purposes of liability assumed in an "insured contract", reasonable attorney fees and necessary litigation expenses incurred by or for a party other than an insured are deemed to be damages because of "bodily injury" or "property damage", provided: (a)Liability to such party for, or for the cost of, that party's defense has also been assumed in the same "insured contract"; and (b)Such attorney fees and litigation expenses are for defense of that party against a civil or alternative dispute resolution proceeding in which damages to which this insurance applies are alleged. c. Liquor Liability "Bodily injury" or "property damage" for which any insured may be held liable by reason of: (1)Causing or contributing to the intoxication of any person; (2)The furnishing of alcoholic beverages to a person under the legal drinking age or under the influence of alcohol; or (3)Any statute, ordinance or regulation relating to the sale, gift, distribution or use of alcoholic beverages. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in: (a)The supervision, hiring, employment, training or monitoring of others by that insured; or (b)Providing or failing to provide transportation with respect to any person that may be under the influence of alcohol; if the "occurrence" which caused the "bodily injury" or "property damage", involved that which is described in Paragraph (1),(2) or (3) above. However, this exclusion applies only if you are in the business of manufacturing, distributing, selling, serving or furnishing alcoholic beverages. For the purposes of this exclusion, permitting a person to bring alcoholic beverages on your premises, for consumption on your premises, whether or not a fee is charged or a license is required for such activity, is not by itself considered the business of selling, serving or furnishing alcoholic beverages. d. Workers' Compensation And Similar Laws Any obligation of the insured under a workers' compensation, disability benefits or unemployment compensation law or any similar law. Form HG 00 01 09 16 Page 3 of 22 e. Employer's Liability "Bodily injury" to: (1)An "employee" of the insured arising out of and in the course of: (a)Employment by the insured; or (b)Performing duties related to the conduct of the insured's business; or (2)The spouse, child, parent, brother or sister of that "employee" as a consequence of Paragraph (1) above. This exclusion applies: (1)Whether the insured may be liable as an employer or in any other capacity; and (2)To any obligation to share damages with or repay someone else who must pay damages because of the injury. This exclusion does not apply to liability assumed by the insured under an "insured contract". f. Pollution (1)"Bodily injury" or "property damage" arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of "pollutants": (a)At or from any premises, site or location which is or was at any time owned or occupied by, or rented or loaned to, any insured. However, this subparagraph does not apply to: (i)"Bodily injury" if sustained within a building and caused by smoke, fumes, vapor or soot produced by or originating from equipment that is used to heat, cool or dehumidify the building, or equipment that is used to heat water for personal use, by the building's occupants or their guests; (ii)"Bodily injury" or "property damage" for which you may be held liable, if you are a contractor and the owner or lessee of such premises, site or location has been added to your policy as an additional insured with respect to your ongoing operations performed for that additional insured at that premises, site or location and such premises, site or location is not and never was owned or occupied by, or rented or loaned to, any insured, other than that additional insured; or (iii)"Bodily injury" or "property damage" arising out of heat, smoke or fumes from a "hostile fire"; (b)At or from any premises, site or location which is or was at any time used by or for any insured or others for the handling, storage, disposal, processing or treatment of waste; (c)Which are or were at any time transported, handled, stored, treated, disposed of, or processed as waste by or for: (i)Any insured; or (ii)Any person or organization for whom you may be legally responsible; (d)At or from any premises, site or location on which any insured or any contractors or subcontractors working directly or indirectly on any insured's behalf are performing operations if the "pollutants" are brought on or to the premises, site or location in connection with such operations by such insured, contractor or subcontractor. However, this subparagraph does not apply to: (i)"Bodily injury" or "property damage" arising out of the escape of fuels, lubricants or other operating fluids which are needed to perform the normal electrical, hydraulic or mechanical functions necessary for the operation of "mobile equipment" or its parts, if such fuels, lubricants or other operating fluids escape from a vehicle part designed to hold, store or receive them. This exception does not apply if the "bodily injury" or "property damage" arises out of the intentional discharge, dispersal or release of the fuels, lubricants or other operating fluids, or if such fuels, lubricants or other operating fluids are brought on or to the premises, site or location with the intent that they be discharged, dispersed or released as part of the operations being performed by such insured, contractor or subcontractor; (ii)"Bodily injury" or "property damage" sustained within a building and caused by the release of gases, fumes or vapors from materials brought into that building in connection with operations being performed by you or on your behalf by a contractor or subcontractor; or (iii)"Bodily injury" or "property damage" arising out of heat, smoke or fumes from a "hostile fire"; or (e)At or from any premises, site or location on which any insured or any contractors or subcontractors working directly or indirectly on any insured's behalf are performing operations if the operations are to test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of, "pollutants". Page 4 of 22 Form HG 00 01 09 16 (2)Any loss, cost or expense arising out of any: (a)Request, demand, order or statutory or regulatory requirement that any insured or others test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of, "pollutants"; or (b)Claim or suit by or on behalf of a governmental authority for damages because of testing for, monitoring, cleaning up, removing, containing, treating, detoxifying or neutralizing, or in any way responding to, or assessing the effects of, "pollutants". However, this paragraph does not apply to liability for damages because of "property damage" that the insured would have in the absence of such request, demand, order or statutory or regulatory requirement, or such claim or "suit" by or on behalf of a governmental authority. g. Aircraft, Auto Or Watercraft "Bodily injury" or "property damage" arising out of the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft owned or operated by or rented or loaned to any insured. Use includes operation and "loading or unloading". This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage" involved the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft that is owned or operated by or rented or loaned to any insured. This exclusion does not apply to: (1)A watercraft while ashore on premises you own or rent; (2)A watercraft you do not own that is: (a)Less than 51 feet long; and (b)Not being used to carry persons for a charge; (3)Parking an "auto" on, or on the ways next to, premises you own or rent, provided the "auto" is not owned by or rented or loaned to you or the insured; (4)Liability assumed under any "insured contract" for the ownership, maintenance or use of aircraft or watercraft; (5)"Bodily injury" or "property damage" arising out of: (a)The operation of machinery or equipment that is attached to, or part of, a land vehicle that would qualify under the definition of "mobile equipment" if it were not subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged; or (b)The operation of any of the machinery or equipment listed in Paragraph f.(2)or f.(3)of the definition of "mobile equipment"; or (6)An aircraft that is not owned by any insured and is hired, chartered or loaned with a paid crew. However, this exception does not apply if the insured has any other insurance for such "bodily injury" or "property damage", whether the other insurance is primary, excess, contingent or on any other basis. h. Mobile Equipment "Bodily injury" or "property damage" arising out of: (1)The transportation of "mobile equipment" by an "auto" owned or operated by or rented or loaned to any insured; or (2)The use of "mobile equipment" in, or while in practice for, or while being prepared for, any prearranged racing, speed, demolition, or stunting activity. i. War "Bodily injury" or "property damage", however caused, arising, directly or indirectly, out of: (1)War, including undeclared or civil war; (2)Warlike action by a military force, including action in hindering or defending against an actual or expected attack, by any government, sovereign or other authority using military personnel or other agents; or (3)Insurrection, rebellion, revolution, usurped power, or action taken by governmental authority in hindering or defending against any of these. j. Damage To Property "Property damage" to: (1)Property you own, rent, or occupy, including any costs or expenses incurred by you, or any other person, organization or entity, for repair, replacement, enhancement, restoration or maintenance of such property for any reason, including prevention of injury to a person or damage to another's property; Form HG 00 01 09 16 Page 5 of 22 (2)Premises you sell, give away or abandon, if the "property damage" arises out of any part of those premises; (3)Property loaned to you; (4)Personal property in the care, custody or control of the insured; (5)That particular part of real property on which you or any contractors or subcontractors working directly or indirectly on your behalf are performing operations, if the "property damage" arises out of those operations; or (6)That particular part of any property that must be restored, repaired or replaced because "your work" was incorrectly performed on it. Paragraphs (1),(3)and (4)of this exclusion do not apply to "property damage" (other than damage by fire) to premises, including the contents of such premises, rented to you for a period of seven or fewer consecutive days. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III - Limits Of Insurance. Paragraph (2)of this exclusion does not apply if the premises are "your work" and were never occupied, rented or held for rental by you. Paragraphs (3) and (4) of this exclusion do not apply to "property damage" arising from the use of elevators. Paragraphs (3), (4), (5) and (6) of this exclusion do not apply to liability assumed under a sidetrack agreement. Paragraphs (3)and (4)of this exclusion do not apply to "property damage" to borrowed equipment while not being used to perform operations at the job site. Paragraph (6)of this exclusion does not apply to "property damage" included in the "products-completed operations hazard". k. Damage To Your Product "Property damage" to "your product" arising out of it or any part of it. l. Damage To Your Work "Property damage" to "your work" arising out of it or any part of it and included in the "products-completed operations hazard". This exclusion does not apply if the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor. m. Damage To Impaired Property Or Property Not Physically Injured "Property damage" to "impaired property" or property that has not been physically injured, arising out of: (1)A defect, deficiency, inadequacy or dangerous condition in "your product" or "your work"; or (2)A delay or failure by you or anyone acting on your behalf to perform a contract or agreement in accordance with its terms. This exclusion does not apply to the loss of use of other property arising out of sudden and accidental physical injury to "your product" or "your work" after it has been put to its intended use. n. Recall Of Products, Work Or Impaired Property Damages claimed for any loss, cost or expense incurred by you or others for the loss of use, withdrawal, recall, inspection, repair, replacement, adjustment, removal or disposal of: (1)"Your product"; (2)"Your work"; or (3)"Impaired property"; if such product, work, or property is withdrawn or recalled from the market or from use by any person or organization because of a known or suspected defect, deficiency, inadequacy or dangerous condition in it. o. Personal And Advertising Injury "Bodily injury" arising out of "personal and advertising injury". p. Access or Disclosure Of Confidential Or Personal Information And Data-related Liability Damages arising out of: (1)Any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or (2)The loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate electronic data. Page 6 of 22 Form HG 00 01 09 16 This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relations expenses or any other loss, cost or expense incurred by you or others arising out of that which is described in Paragraph (1) or (2) above. However, unless Paragraph (1)above applies, this exclusion does not apply to damages because of "bodily injury". As used in this exclusion, electronic data means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software, including systems and applications software, hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. q. Employment-Related Practices "Bodily injury" to: (1)A person arising out of any "employment-related practices"; or (2)The spouse, child, parent, brother or sister of that person as a consequence of "bodily injury" to that person at whom any "employment-related practices" are directed. This exclusion applies: (1)Whether the injury-causing event described in the definition of "employment-related practices" occurs before employment, during employment or after employment of that person; (2)Whether the insured may be liable as an employer or in any other capacity; and (3)To any obligation to share damages with or repay someone else who must pay damages because of the injury. r. Asbestos (1)"Bodily injury" or "property damage" arising out of the "asbestos hazard". (2)Any damages, judgments, settlements, loss, costs or expenses that: (a)May be awarded or incurred by reason of any claim or suit alleging actual or threatened injury or damage of any nature or kind to persons or property which would not have occurred in whole or in part but for the "asbestos hazard"; (b)Arise out of any request, demand, order or statutory or regulatory requirement that any insured or others test for, monitor, clean up, remove, encapsulate, contain, treat, detoxify or neutralize or in any way respond to or assess the effects of an "asbestos hazard"; or (c)Arise out of any claim or suit for damages because of testing for, monitoring, cleaning up, removing, encapsulating, containing, treating, detoxifying or neutralizing or in any way responding to or assessing the effects of an "asbestos hazard". s. Recording And Distribution Of Material Or Information In Violation Of Law "Bodily injury" or "property damage" arising directly or indirectly out of any action or omission that violates or is alleged to violate: (1)The Telephone Consumer Protection Act (TCPA), including any amendment of or addition to such law; (2)The CAN-SPAM Act of 2003, including any amendment of or addition to such law; (3)The Fair Credit Reporting Act (FCRA), and any amendment of or addition to such law, including the Fair and Accurate Credit Transaction Act (FACTA); or (4)Any federal, state or local statute, ordinance or regulation, other than the TCPA or CAN-SPAM Act of 2003 or FCRA and their amendments and additions, that addresses, prohibits or limits the printing, dissemination, disposal, collecting, recording, sending, transmitting, communicating or distribution of material or information. Damage To Premises Rented To You - Exception For Damage By Fire, Lightning Or Explosion Exclusions c.through h.and j.through n.do not apply to damage by fire, lightning or explosion to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to this coverage as described in Section III - Limits Of Insurance. COVERAGE B PERSONAL AND ADVERTISING INJURY LIABILITY 1. Insuring Agreement a.We will pay those sums that the insured becomes legally obligated to pay as damages because of "personal and advertising injury" to which this insurance applies. We will have the right and duty to defend the insured against any "suit" seeking those damages. However, we will have no duty to defend the insured against any "suit" seeking damages for "personal and advertising injury" to which this insurance does not apply. We may, at our discretion, investigate any offense and settle any claim or "suit" that may result. But: Form HG 00 01 09 16 Page 7 of 22 (1)The amount we will pay for damages is limited as described in Section III - Limits Of Insurance; and (2)Our right and duty to defend end when we have used up the applicable limit of insurance in the payment of judgments or settlements under Coverages A or B or medical expenses under Coverage C. No other obligation or liability to pay sums or perform acts or services is covered unless explicitly provided for under Supplementary Payments - Coverages A and B. b.This insurance applies to "personal and advertising injury" caused by an offense arising out of your business but only if the offense was committed in the "coverage territory" during the policy period. 2. Exclusions This insurance does not apply to: a. Knowing Violation Of Rights Of Another "Personal and advertising injury" arising out of an offense committed by, at the direction or with the consent or acquiescence of the insured with the expectation of inflicting "personal and advertising injury". b. Material Published With Knowledge Of Falsity "Personal and advertising injury" arising out of oral, written or electronic publication, in any manner, of material, if done by or at the direction of the insured with knowledge of its falsity. c. Material Published Prior To Policy Period "Personal and advertising injury" arising out of oral, written or electronic publication, in any manner, of material whose first publication took place before the beginning of the policy period. d. Criminal Acts "Personal and advertising injury" arising out of a criminal act committed by or at the direction of the insured. e. Contractual Liability "Personal and advertising injury" for which the insured has assumed liability in a contract or agreement. This exclusion does not apply to liability for damages that the insured would have in the absence of the contract or agreement. f. Breach Of Contract "Personal and advertising injury" arising out of a breach of contract, except an implied contract to use another's "advertising idea" in your "advertisement". g. Quality Or Performance Of Goods - Failure To Conform To Statements "Personal and advertising injury" arising out of the failure of goods, products or services to conform with any statement of quality or performance made in your "advertisement". h. Wrong Description Of Prices "Personal and advertising injury" arising out of the wrong description of the price of goods, products or services. i. Infringement Of Intellectual Property Rights (1)"Personal and advertising injury" arising out of any actual or alleged infringement or violation of any intellectual property rights such as copyright, patent, trademark, trade name, trade secret, trade dress, service mark or other designation of origin or authenticity; or (2)Any injury or damage alleged in any clam or "suit" that also alleges an infringement or violation of any intellectual property right, whether such allegation of infringement or violation is made by you or by any other party involved in the claim or "suit", regardless of whether this insurance would otherwise apply. However, this exclusion does not apply if the only allegation in the claim or "suit" involving any intellectual property right is limited to: (1)Infringement, in your "advertisement", of: (a)Copyright; (b)Slogan; or (c)Title of any literary or artistic work; or (2)Copying, in your "advertisement", a person's or organization's "advertising idea" or style of "advertisement". j. Insureds In Media And Internet Type Businesses "Personal and advertising injury" committed by an insured whose business is: (1)Advertising, broadcasting, publishing or telecasting; (2)Designing or determining content of web sites for others; or (3)An Internet search, access, content or service provider. Page 8 of 22 Form HG 00 01 09 16 However, this exclusion does not apply to Paragraphs a.,b.and c.of the definition of "personal and advertising injury" under the Definitions Section. For the purposes of this exclusion, the placing of frames, borders or links, or advertising, for you or others anywhere on the Internet, is not by itself, considered the business of advertising, broadcasting, publishing or telecasting. k. Electronic Chatrooms Or Bulletin Boards "Personal and advertising injury" arising out of an electronic chatroom or bulletin board the insured hosts, owns, or over which the insured exercises control. l. Unauthorized Use Of Another's Name Or Product "Personal and advertising injury" arising out of the unauthorized use of another's name or product in your e-mail address, domain name or metatags, or any other similar tactics to mislead another's potential customers. m. Pollution "Personal and advertising injury" arising out of the actual, alleged or threatened discharge, dispersal, seepage, migration, release or escape of "pollutants" at any time. n. Pollution-Related Any loss, cost or expense arising out of any: (1)Request, demand, order or statutory or regulatory requirement that any insured or others test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the effects of, "pollutants"; or (2)Claim or suit by or on behalf of a governmental authority for damages because of testing for, monitoring, cleaning up, removing, containing, treating, detoxifying or neutralizing, or in any way responding to, or assessing the effects of, "pollutants". o. War "Personal and advertising injury", however caused, arising, directly or indirectly, out of: (1)War, including undeclared or civil war; (2)Warlike action by a military force, including action in hindering or defending against an actual or expected attack, by any government, sovereign or other authority using military personnel or other agents; or (3)Insurrection, rebellion, revolution, usurped power, or action taken by governmental authority in hindering or defending against any of these. p. Internet Advertisements And Content Of Others "Personal and advertising injury" arising out of: (1)An "advertisement" for others on your web site; (2)Placing a link to a web site of others on your web site; (3)Content, including information, sounds, text, graphics, or images from a web site of others displayed within a frame or border on your web site; or (4)Computer code, software or programming used to enable: (a)Your web site; or (b)The presentation or functionality of an "advertisement" or other content on your web site. q. Right Of Privacy Created By Statute "Personal and advertising injury" arising out of the violation of a person's right of privacy created by any state or federal act. However, this exclusion does not apply to liability for damages that the insured would have in the absence of such state or federal act. r. Violation Of Anti-Trust law "Personal and advertising injury" arising out of a violation of any anti-trust law. s. Securities "Personal and advertising injury" arising out of the fluctuation in price or value of any stocks, bonds or other securities. t. Recording And Distribution Of Material Or Information In Violation Of Law "Personal and advertising injury" arising directly or indirectly out of any action or omission that violates or is alleged to violate: Form HG 00 01 09 16 Page 9 of 22 (1)The Telephone Consumer Protection Act (TCPA), including any amendment of or addition to such law; (2)The CAN-SPAM Act of 2003, including any amendment of or addition to such law; (3)The Fair Credit Reporting Act (FCRA), and any amendment of or addition to such law, including the Fair and Accurate Credit Transaction Act (FACTA); or (4)Any federal, state or local statute, ordinance or regulation, other than the TCPA or CAN-SPAM Act of 2003 or FCRA and their amendments and additions, that addresses, prohibits or limits the printing, dissemination, disposal, collecting, recording, sending, transmitting, communicating or distribution of material or information. u. Employment-Related Practices "Personal and advertising injury" to: (1)A person arising out of any "employment-related practices"; or (2)The spouse, child, parent, brother or sister of that person as a consequence of "personal and advertising injury" to that person at whom any "employment-related practices" are directed. This exclusion applies: (1)Whether the injury-causing event described in the definition of "employment-related practices" occurs before employment, during employment or after employment of that person; (2)Whether the insured may be liable as an employer or in any other capacity; and (3)To any obligation to share damages with or repay someone else who must pay damages because of the injury. v. Asbestos (1)"Personal and advertising injury" arising out of the "asbestos hazard". (2)Any damages, judgments, settlements, loss, costs or expenses that: (a)May be awarded or incurred by reason of any claim or suit alleging actual or threatened injury or damage of any nature or kind to persons or property which would not have occurred in whole or in part but for the "asbestos hazard"; (b)Arise out of any request, demand, order or statutory or regulatory requirement that any insured or others test for, monitor, clean up, remove, encapsulate, contain, treat, detoxify or neutralize or in any way respond to or assess the effects of an "asbestos hazard"; or (c)Arise out of any claim or suit for damages because of testing for, monitoring, cleaning up, removing, encapsulating, containing, treating, detoxifying or neutralizing or in any way responding to or assessing the effects of an "asbestos hazard". w. Access Or Disclosure Of Confidential Or Personal Information "Personal and advertising injury" arising out of any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relations expenses or any other loss, cost or expense incurred by you or others arising out of any access to or disclosure of any person's or organization's confidential or personal information. COVERAGE C MEDICAL PAYMENTS 1. Insuring Agreement a.We will pay medical expenses as described below for "bodily injury" caused by an accident: (1)On premises you own or rent; (2)On ways next to premises you own or rent; or (3)Because of your operations; provided that: (1)The accident takes place in the "coverage territory" and during the policy period; (2)The expenses are incurred and reported to us within three years of the date of the accident; and (3)The injured person submits to examination, at our expense, by physicians of our choice as often as we reasonably require. b.We will make these payments regardless of fault. These payments will not exceed the applicable limit of insurance. We will pay reasonable expenses for: (1)First aid administered at the time of an accident; (2)Necessary medical, surgical, X-ray and dental services, including prosthetic devices; and Page 10 of 22 Form HG 00 01 09 16 (3)Necessary ambulance, hospital, professional nursing and funeral services. 2. Exclusions We will not pay expenses for "bodily injury": a. Any Insured To any insured, except "volunteer workers". b. Hired Person To a person hired to do work for or on behalf of any insured or a tenant of any insured. c. Injury On Normally Occupied Premises To a person injured on that part of premises you own or rent that the person normally occupies. d. Workers Compensation And Similar Laws To a person, whether or not an "employee" of any insured, if benefits for the "bodily injury" are payable or must be provided under a workers' compensation or disability benefits law or a similar law. e. Athletics Activities To a person injured while practicing, instructing or participating in any physical exercises or games, sports, or athletic contests. f. Products-Completed Operations Hazard Included within the "products-completed operations hazard". g. Coverage A Exclusions Excluded under Coverage A. SUPPLEMENTARY PAYMENTS - COVERAGES A AND B 1.We will pay, with respect to any claim we investigate or settle, or any "suit" against an insured we defend: a.All expenses we incur. b.Up to $1,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. c.The cost of appeal bonds or bonds to release attachments, but only for bond amounts within the applicable limit of insurance. We do not have to furnish these bonds. d.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 $500 a day because of time off from work. e.All court costs taxed against the insured in the "suit". However, such costs do not include attorneys' fees, attorneys' expenses, witness or expert fees, or any other expenses of a party taxed to the insured. f.Prejudgment interest awarded against the insured on that part of the judgment we pay. If we make an offer to pay the applicable limit of insurance, we will not pay any prejudgment interest based on that period of time after the offer. g.All interest on the full amount of any judgment that accrues after entry of the judgment and before we have paid, offered to pay, or deposited in court the part of the judgment that is within the applicable limit of insurance. These payments will not reduce the limits of insurance. 2.If we defend an insured against a "suit" and an indemnitee of the insured is also named as a party to the "suit", we will defend that indemnitee if all of the following conditions are met: a.The "suit" against the indemnitee seeks damages for which the insured has assumed the liability of the indemnitee in a contract or agreement that is an "insured contract"; b.This insurance applies to such liability assumed by the insured; c.The obligation to defend, or the cost of the defense of, that indemnitee, has also been assumed by the insured in the same "insured contract"; d.The allegations in the "suit" and the information we know about the "occurrence" are such that no conflict appears to exist between the interests of the insured and the interests of the indemnitee; e.The indemnitee and the insured ask us to conduct and control the defense of that indemnitee against such "suit" and agree that we can assign the same counsel to defend the insured and the indemnitee; and f.The indemnitee: (1)Agrees in writing to: (a)Cooperate with us in the investigation, settlement or defense of the "suit"; Form HG 00 01 09 16 Page 11 of 22 (b)Immediately send us copies of any demands, notices, summonses or legal papers received in connection with the "suit"; (c)Notify any other insurer whose coverage is available to the indemnitee; and (d)Cooperate with us with respect to coordinating other applicable insurance available to the indemnitee; and (2)Provides us with written authorization to: (a)Obtain records and other information related to the "suit"; and (b)Conduct and control the defense of the indemnitee in such "suit". So long as the above conditions are met, attorneys' fees incurred by us in the defense of that indemnitee, necessary litigation expenses incurred by us and necessary litigation expenses incurred by the indemnitee at our request will be paid as Supplementary Payments. Notwithstanding the provisions of Paragraph 2.b.(2)of Section I - Coverage A - Bodily Injury And Property Damage Liability, such payments will not be deemed to be damages for "bodily injury" and "property damage" and will not reduce the limits of insurance. Our obligation to defend an insured's indemnitee and to pay for attorneys' fees and necessary litigation expenses as Supplementary Payments ends when: a.We have used up the applicable limit of insurance in the payment of judgments or settlements; or b.The conditions set forth above, or the terms of the agreement described in Paragraph f. above, are no longer met. SECTION II - WHO IS AN INSURED 1.If you are designated in the Declarations as: a.An individual, you and your spouse are insureds, but only with respect to the conduct of a business of which you are the sole owner. b.A partnership or joint venture, you are an insured. Your members, your partners, and their spouses are also insureds, but only with respect to the conduct of your business. c.A limited liability company, you are an insured. Your members are also insureds, but only with respect to the conduct of your business. Your managers are insureds, but only with respect to their duties as your managers. d.An organization other than a partnership, joint venture or limited liability company, you are an insured. Your "executive 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 respect to their liability as stockholders. e.A trust, you are an insured. Your trustees are also insureds, but only with respect to their duties as trustees. 2.Each of the following is also an insured: a. Employees And Volunteer Workers Your "volunteer workers" only while performing duties related to the conduct of your business, or your "employees", other than either your "executive officers" (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liability company), but only for acts within the scope of their employment by you or while performing duties related to the conduct of your business. However, none of these "employees" or "volunteer workers" are insureds for: (1)"Bodily injury" or "personal and advertising injury": (a)To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co-"employee" while in the course of his or her employment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; (b)To the spouse, child, parent, brother or sister of that co-"employee" or that "volunteer worker" as a consequence of Paragraph (1)(a) above; (c)For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1)(a) or (1)(b) above; or (d)Arising out of his or her providing or failing to provide professional health care services. If you are not in the business of providing professional health care services: (a)Subparagraphs (1)(a),(1)(b)and (1)(c)above do not apply to any "employee" or "volunteer worker" providing first aid services; and (b)Subparagraph (1)(d)above does not apply to any nurse, emergency medical technician or paramedic employed by you to provide such services. (2)"Property damage" to property: (a)Owned, occupied or used by, Page 12 of 22 Form HG 00 01 09 16 (b)Rented to, in the care, custody or control of, or over which physical control is being exercised for any purpose by you, any of your "employees", "volunteer workers", any partner or member (if you are a partnership or joint venture), or any member (if you are a limited liability company). b. Real Estate Manager Any person (other than your "employee" or "volunteer worker"), or any organization while acting as your real estate manager. c. Temporary Custodians Of Your Property Any person or organization having proper temporary custody of your property if you die, but only: (1)With respect to liability arising out of the maintenance or use of that property; and (2)Until your legal representative has been appointed. d. Legal Representative If You Die Your legal representative if you die, but only with respect to duties as such. That representative will have all your rights and duties under this Coverage Part. e. Unnamed Subsidiary Any subsidiary, and subsidiary thereof, of yours which is a legally incorporated entity of which you own a financial interest of more than 50% of the voting stock on the effective date of the Coverage Part. The insurance afforded herein for any subsidiary not named in this Coverage Part as a named insured does not apply to injury or damage with respect to which such insured is also a named insured under another policy or would be a named insured under such policy but for its termination or the exhaustion of its limits of insurance. 3. Newly Acquired Or Formed Organization Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company, and over which you maintain financial interest of more than 50% of the voting stock, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a.Coverage under this provision is afforded only until the 180th day after you acquire or form the organization or the end of the policy period, whichever is earlier; b.Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c.Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. 4. Nonowned Watercraft With respect to watercraft you do not own that is less than 51 feet long and is not being used to carry persons for a charge, any person is an insured while operating such watercraft with your permission. Any other person or organization responsible for the conduct of such person is also an insured, but only with respect to liability arising out of the operation of the watercraft, and only if no other insurance of any kind is available to that person or organization for this liability. However, no person or organization is an insured with respect to: a."Bodily injury" to a co-"employee" of the person operating the watercraft; or b."Property damage" to property owned by, rented to, in the charge of or occupied by you or the employer of any person who is an insured under this provision. 5. Additional Insureds When Required By Written Contract, Written Agreement Or Permit The following person(s) or organization(s) are an additional insured when you have agreed, in a written contract, written agreement or because of a permit issued by a state or political subdivision, that such person or organization be added as an additional insured on your policy, provided the injury or damage occurs subsequent to the execution of the contract or agreement. A person or organization is an additional insured under this provision only for that period of time required by the contract or agreement. However, no such person or organization is an insured under this provision if such person or organization is included as an insured by an endorsement issued by us and made a part of this Coverage Part. a. Vendors Any person(s) or organization(s) (referred to below as vendor), but only with respect to "bodily injury" or "property damage" arising out of "your products" which are distributed or sold in the regular course of the vendor's business Form HG 00 01 09 16 Page 13 of 22 and only if this Coverage Part provides coverage for "bodily injury" or "property damage" included within the "products-completed operations hazard". (1)The insurance afforded the vendor is subject to the following additional exclusions: This insurance does not apply to: (a)"Bodily injury" or "property damage" for which the vendor is obligated to pay damages by reason of the assumption of liability in a contract or agreement. This exclusion does not apply to liability for damages that the vendor would have in the absence of the contract or agreement; (b)Any express warranty unauthorized by you; (c)Any physical or chemical change in the product made intentionally by the vendor; (d)Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution of parts under instructions from the manufacturer, and then repackaged in the original container; (e)Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products; (f)Demonstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connection with the sale of the product; (g)Products which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor; or (h)"Bodily injury" or "property damage" arising out of the sole negligence of the vendor for its own acts or omissions or those of its employees or anyone else acting on its behalf. However, this exclusion does not apply to: (i)The exceptions contained in Sub-paragraphs (d) or (f); or (ii)Such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally undertakes to make in the usual course of business, in connection with the distribution or sale of the products. (2)This insurance does not apply to any insured person or organization, from whom you have acquired such products, or any ingredient, part or container, entering into, accompanying or containing such products. b. Lessors Of Equipment (1)Any person(s) or organization(s) from whom you lease equipment; but only with respect to their liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your maintenance, operation or use of equipment leased to you by such person(s) or organization(s). (2)With respect to the insurance afforded to these additional insureds this insurance does not apply to any "occurrence" which takes place after the equipment lease expires. c. Lessors Of Land Or Premises Any person or organization from whom you lease land or premises, but only with respect to liability arising out of the ownership, maintenance or use of that part of the land or premises leased to you. With respect to the insurance afforded these additional insureds the following additional exclusions apply: This insurance does not apply to: 1.Any "occurrence" which takes place after you cease to lease that land; or 2.Structural alterations, new construction or demolition operations performed by or on behalf of such person or organization. d. Architects, Engineers Or Surveyors Any architect, engineer, or surveyor, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: (1)In connection with your premises; or (2)In the performance of your ongoing operations performed by you or on your behalf. With respect to the insurance afforded these additional insureds, the following additional exclusion applies: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of or the failure to render any professional services by or for you, including: 1.The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or Page 14 of 22 Form HG 00 01 09 16 2.Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional services by or for you. e. Permits Issued By State Or Political Subdivisions Any state or political subdivision, but only with respect to operations performed by you or on your behalf for which the state or political subdivision has issued a permit. With respect to the insurance afforded these additional insureds, this insurance does not apply to: (1)"Bodily injury", "property damage" or "personal and advertising injury" arising out of operations performed for the state or municipality; or (2)"Bodily injury" or "property damage" included within the "products-completed operations hazard". f. Any Other Party Any other person or organization who is not an additional insured under Paragraphs a. through e. above, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by your acts or omissions or the acts or omissions of those acting on your behalf: (1)In the performance of your ongoing operations; (2)In connection with your premises owned by or rented to you; or (3)In connection with "your work" and included within the "products-completed operations hazard", but only if (a)The written contract or agreement requires you to provide such coverage to such additional insured; and (b)This Coverage Part provides coverage for "bodily injury" or "property damage" included within the "products-completed operations hazard". However: (1)The insurance afforded to such additional insured only applies to the extent permitted by law; and (2)If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. With respect to the insurance afforded to these additional insureds, this insurance does not apply to: "Bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of, or the failure to render, any professional architectural, engineering or surveying services, including: (1)The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2)Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or the failure to render any professional services by or for you. The limits of insurance that apply to additional insureds is described in Section III - Limits Of Insurance. How this insurance applies when other insurance is available to the additional insured is described in the Other Insurance Condition in Section IV - Commercial General Liability Conditions. No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations. SECTION III - LIMITS OF INSURANCE 1. The Most We Will Pay The Limits of Insurance shown in the Declarations and the rules below 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. General Aggregate Limit The General Aggregate Limit is the most we will pay for the sum of: a.Medical expenses under Coverage C; Form HG 00 01 09 16 Page 15 of 22 b.Damages under Coverage A,except damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard"; and c.Damages under Coverage B. 3. Products-Completed Operations Aggregate Limit The Products-Completed Operations Aggregate Limit is the most we will pay under Coverage A for damages because of "bodily injury" and "property damage" included in the "products-completed operations hazard". 4. Personal And Advertising Injury Limit Subject to 2.above, the Personal and Advertising Injury Limit is the most we will pay under Coverage B for the sum of all damages because of all "personal and advertising injury" sustained by any one person or organization. 5. Each Occurrence Limit Subject to 2. or 3. above, whichever applies, the Each Occurrence Limit is the most we will pay for the sum of: a.Damages under Coverage A; and b.Medical expenses under Coverage C because of all "bodily injury" and "property damage" arising out of any one "occurrence". 6. Damage To Premises Rented To You Limit Subject to 5.above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to any one premises, while rented to you, or in the case of damage by fire, lightning or explosion, while rented to you or temporarily occupied by you with permission of the owner. In the case of damage by fire, lightning or explosion, the Damage to Premises Rented To You Limit applies to all damage proximately caused by the same event, whether such damage results from fire, lightning or explosion or any combination of these. 7. Medical Expense Limit Subject to 5.above, the Medical Expense Limit is the most we will pay under Coverage C for all medical expenses because of "bodily injury" sustained by any one person. 8. How Limits Apply To Additional Insureds If you have agreed in a written contract or written agreement that another person or organization be added as an additional insured on your policy, the most we will pay on behalf of such additional insured is the lesser of: a.The limits of insurance specified in the written contract or written agreement; or b.The Limits of Insurance shown in the Declarations. Such amount shall be a part of and not in addition to Limits of Insurance shown in the Declarations and described in this Section. The Limits of Insurance of this Coverage Part apply separately to each consecutive annual period and to any remaining period of less than 12 months, starting with the beginning of the policy period shown in the Declarations, unless the policy period is extended after issuance for an additional period of less than 12 months. In that case, the additional period will be deemed part of the last preceding period for purposes of determining the Limits of Insurance. SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS 1. Bankruptcy Bankruptcy or insolvency of the insured or of the insured's estate will not relieve us of our obligations under this Coverage Part. 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit a. Notice Of Occurrence Or Offense You or any additional insured must see to it that we are notified as soon as practicable of an "occurrence" or an offense which may result in a claim. To the extent possible, notice should include: (1)How, when and where the "occurrence" or offense took place; (2)The names and addresses of any injured persons and witnesses; and (3)The nature and location of any injury or damage arising out of the "occurrence" or offense. b. Notice Of Claim If a claim is made or "suit" is brought against any insured, you or any additional insured must: (1)Immediately record the specifics of the claim or "suit" and the date received; and (2)Notify us as soon as practicable. Page 16 of 22 Form HG 00 01 09 16 You or any additional insured must see to it that we receive written notice of the claim or "suit" as soon as practicable. c. Assistance And Cooperation Of The Insured You and any other involved insured must: (1)Immediately send us copies of any demands, notices, summonses or legal papers received in connection with the claim or "suit"; (2)Authorize us to obtain 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 enforcement of any right against any person or organization which may be liable to the insured because of injury or damage to which this insurance may also apply. d. Obligations At The Insureds Own Cost No insured will, except at that insured's own cost, voluntarily make a payment, assume any obligation, or incur any expense, other than for first aid, without our consent. e. Additional Insureds Other Insurance If we cover a claim or "suit" under this Coverage Part that may also be covered by other insurance available to an additional insured, such additional insured must submit such claim or "suit" to the other insurer for defense and indemnity. However, this provision does not apply to the extent that you have agreed in a written contract or written agreement that this insurance is primary and non-contributory with the additional insured's own insurance. f. Knowledge Of An Occurrence, Offense, Claim Or Suit Paragraphs a.and b.apply to you or to any additional insured only when such "occurrence", offense, claim or "suit" is known to: (1)You or any additional insured that is an individual; (2)Any partner, if you or the additional insured is a partnership; (3)Any manager, if you or the additional insured is a limited liability company; (4)Any "executive officer" or insurance manager, if you or the additional insured is a corporation; (5)Any trustee, if you or the additional insured is a trust; or (6)Any elected or appointed official, if you or the additional insured is a political subdivision or public entity. This duty applies separately to you and any additional insured. 3. Legal Action Against Us No person or organization has a right under this Coverage Part: a.To join us as a party or otherwise bring us into a "suit" asking for damages from an insured; or b.To sue us on this Coverage Part unless all of its terms have been fully complied with. A person or organization may sue us to recover on an agreed settlement or on a final judgment against an insured; but we will not be liable for damages that are not payable under the terms of this Coverage Part or that are in excess of the applicable limit of insurance. An agreed settlement means a settlement and release of liability signed by us, the insured and the claimant or the claimant's legal representative. 4. Other Insurance If other valid and collectible insurance is available to the insured for a loss we cover under Coverages A or B of this Coverage Part, our obligations are limited as follows: a. Primary Insurance This insurance is primary except when b.below applies. If other insurance is also primary, we will share with all that other insurance by the method described in c. below. b. Excess Insurance This insurance is excess over any of the other insurance, whether primary, excess, contingent or on any other basis: (1) Your Work That is Fire, Extended Coverage, Builder's Risk, Installation Risk or similar coverage for "your work"; (2) Premises Rented To You That is fire, lightning or explosion insurance for premises rented to you or temporarily occupied by you with permission of the owner; Form HG 00 01 09 16 Page 17 of 22 (3) Tenant Liability That is insurance purchased by you to cover your liability as a tenant for "property damage" to premises rented to you or temporarily occupied by you with permission of the owner; (4) Aircraft, Auto Or Watercraft If the loss arises out of the maintenance or use of aircraft, "autos" or watercraft to the extent not subject to Exclusion g. of Section I - Coverage A - Bodily Injury And Property Damage Liability; (5) Property Damage To Borrowed Equipment Or Use Of Elevators If the loss arises out of "property damage" to borrowed equipment or the use of elevators to the extent not subject to Exclusion j. of Section I - Coverage A - Bodily Injury And Property Damage Liability; (6) When You Are Added As An Additional Insured To Other Insurance Any other insurance available to you covering liability for damages arising out of the premises or operations, or products and completed operations, for which you have been added as an additional insured by that insurance; or (7) When You Add Others As An Additional Insured To This Insurance Any other insurance available to an additional insured. However, the following provisions apply to other insurance available to any person or organization who is an additional insured under this coverage part. (a) Primary Insurance When Required By Contract This insurance is primary if you have agreed in a written contract or written agreement that this insurance be primary. If other insurance is also primary, we will share with all that other insurance by the method described in c. below. (b) Primary And Non-Contributory To Other Insurance When Required By Contract If you have agreed in a written contract, written agreement, or permit that this insurance is primary and non-contributory with the additional insured's own insurance, this insurance is primary and we will not seek contribution from that other insurance. Paragraphs (a)and (b)do not apply to other insurance to which the additional insured has been added as an additional insured. When this insurance is excess, we will have no duty under Coverages A or B to defend the insured against any "suit" if any other insurer has a duty to defend the insured against that "suit". If no other insurer defends, we will undertake to do so, but we will be entitled to the insured's rights against all those other insurers. When this insurance is excess over other insurance, we will pay only our share of the amount of the loss, if any, that exceeds the sum of: (1)The total amount that all such other insurance would pay for the loss in the absence of this insurance; and (2)The total of all deductible and self-insured amounts under all that other insurance. We will share the remaining loss, if any, with any other insurance that is not described in this Excess Insurance provision and was not bought specifically to apply in excess of the Limits of Insurance shown in the Declarations of this Coverage Part. c. Method Of Sharing If all of the other insurance permits contribution by equal shares, we will follow this method also. Under this approach each insurer contributes equal amounts until it has paid its applicable limit of insurance or none of the loss remains, whichever comes first. If any of the other insurance does not permit contribution by equal shares, we will contribute by limits. Under this method, each insurer's share is based on the ratio of its applicable limit of insurance to the total applicable limits of insurance of all insurers. 5. Premium Audit a.We will compute all premiums for this Coverage Part in accordance with our rules and rates. b.Premium shown in this Coverage Part as advance premium is a deposit premium only. At the close of each audit period we will compute the earned premium for that period and send notice to the first Named Insured. The due date for audit and retrospective premiums is the date shown as the due date on the bill. If the sum of the advance and audit premiums paid for the policy period is greater than the earned premium, we will return the excess to the first Named Insured. Page 18 of 22 Form HG 00 01 09 16 c.The first Named Insured must keep records of the information we need for premium computation, and send us copies at such times as we may request. 6. Representations a. When You Accept This Policy By accepting this policy, you agree: (1)The statements in the Declarations are accurate and complete; (2)Those statements are based upon representations you made to us; and (3)We have issued this policy in reliance upon your representations. b. Unintentional Failure To Disclose Hazards If unintentionally you should fail to disclose all hazards relating to the conduct of your business that exist at the inception date of this Coverage Part, we shall not deny coverage under this Coverage Part because of such failure. 7. Separation Of Insureds Except with respect to the Limits of Insurance, and any rights or duties specifically assigned in this Coverage Part to the first Named Insured, this insurance applies: a.As if each Named Insured were the only Named Insured; and b.Separately to each insured against whom claim is made or "suit" is brought. 8. Transfer Of Rights Of Recovery Against Others To Us a. Transfer Of Rights Of Recovery If the insured has rights to recover all or part of any payment, including Supplementary Payments, we have made under this Coverage Part, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suit" or transfer those rights to us and help us enforce them. b. Waiver Of Rights Of Recovery (Waiver Of Subrogation) If the insured has waived any rights of recovery against any person or organization for all or part of any payment, including Supplementary Payments, we have made under this Coverage Part, we also waive that right, provided the insured waived their rights of recovery against such person or organization in a contract, agreement or permit that was executed prior to the injury or damage. 9. When We Do Not Renew If we decide not to renew this Coverage Part, we will mail or deliver to the first Named Insured shown in the Declarations written notice of the nonrenewal not less than 30 days before the expiration date. If notice is mailed, proof of mailing will be sufficient proof of notice. SECTION V - DEFINITIONS 1. "Advertisement"means the widespread public dissemination of information or images that has the purpose of inducing the sale of goods, products or services through: a. (1)Radio; (2)Television; (3)Billboard; (4)Magazine; (5)Newspaper; or b.Any other publication that is given widespread public distribution. However, "advertisement" does not include: a.The design, printed material, information or images contained in, on or upon the packaging or labeling of any goods or products; or b.An interactive conversation between or among persons through a computer network. 2. "Advertising idea" means any idea for an "advertisement". 3. "Asbestos hazard"means an exposure or threat of exposure to the actual or alleged properties of asbestos and includes the mere presence of asbestos in any form. 4. "Auto" means: a.A land motor vehicle, trailer or semitrailer designed for travel on public roads, including any attached machinery or equipment; or Form HG 00 01 09 16 Page 19 of 22 b.Any other land vehicle that is subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged. However, "auto" does not include "mobile equipment". 5. "Bodily injury" means physical: a.Injury; b.Sickness; or c.Disease sustained by a person and, if arising out of the above, mental anguish or death at any time. 6. "Coverage territory" means: a.The United States of America (including its territories and possessions), Puerto Rico and Canada; b.International waters or airspace, but only if the injury or damage occurs in the course of travel or transportation between any places included in a. above; or c.All other parts of the world if the injury or damage arises out of: (1)Goods or products made or sold by you in the territory described in a. above; (2)The activities of a person whose home is in the territory described in a. above, but is away for a short time on your business; or (3)"Personal and advertising injury" offenses that take place through the Internet or similar electronic means of communication provided the insured's responsibility to pay damages is determined in the United States of America (including its territories and possessions), Puerto Rico or Canada, in a "suit" on the merits according to the substantive law in such territory or in a settlement we agree to. 7. "Employee" includes a "leased worker". "Employee" does not include a "temporary worker". 8. "Employment-Related Practices" means: a.Refusal to employ that person; b.Termination of that person's employment; or c.Employment-related practices, policies, acts or omissions, such as coercion, demotion, evaluation, reassignment, discipline, defamation, harassment, humiliation, discrimination or malicious prosecution directed at that person. 9. "Executive officer"means a person holding any of the officer positions created by your charter, constitution, by-laws or any other similar governing document. 10. "Hostile fire" means one which becomes uncontrollable or breaks out from where it was intended to be. 11. "Impaired property"means tangible property, other than "your product" or "your work", that cannot be used or is less useful because: a.It incorporates "your product" or "your work" that is known or thought to be defective, deficient, inadequate or dangerous; or b.You have failed to fulfill the terms of a contract or agreement; if such property can be restored to use by the repair, replacement, adjustment or removal of "your product" or "your work", or your fulfilling the terms of the contract or agreement. 12. "Insured contract" means: a.A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning or explosion to premises while rented to you or temporarily occupied by you with permission of the owner is subject to the Damage to Premises Rented To You Limit described in Section III - Limits of Insurance; b.A sidetrack agreement; c.Any easement or license agreement, including an easement or license agreement in connection with construction or demolition operations on or within 50 feet of a railroad; d.An obligation, as required by ordinance, to indemnify a municipality, except in connection with work for a municipality; e.An elevator maintenance agreement; f.That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury" or "property damage" to a third person or organization, provided the "bodily Page 20 of 22 Form HG 00 01 09 16 injury" or "property damage" is caused, in whole or in part, by you or by those acting on your behalf. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f.includes that part of any contract or agreement that indemnifies a railroad for "bodily injury" or "property damage" arising out of construction or demolition operations, within 50 feet of any railroad property and affecting any railroad bridge or trestle, tracks, road-beds, tunnel, underpass or crossing. However, Paragraph f. does not include that part of any contract or agreement: (1)That indemnifies an architect, engineer or surveyor for injury or damage arising out of: (a)Preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b)Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; or (2)Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities. 13. "Leased worker"means a person leased to you by a labor leasing firm under an agreement between you and the labor leasing firm, to perform duties related to the conduct of your business. "Leased worker" does not include a "temporary worker". 14. "Loading or unloading" means the handling of property: a.After it is moved from the place where it is accepted for movement into or onto an aircraft, watercraft or "auto"; b.While it is in or on an aircraft, watercraft or "auto"; or c.While it is being moved from an aircraft, watercraft or "auto" to the place where it is finally delivered; but "loading or unloading" does not include the movement of property by means of a mechanical device, other than a hand truck, that is not attached to the aircraft, watercraft or "auto". 15. "Mobile equipment"means any of the following types of land vehicles, including any attached machinery or equipment: a.Bulldozers, farm machinery, forklifts and other vehicles designed for use principally off public roads; b.Vehicles maintained for use solely on or next to premises you own or rent; c.Vehicles that travel on crawler treads; d.Vehicles, whether self-propelled or not, maintained primarily to provide mobility to permanently mounted: (1)Power cranes, shovels, loaders, diggers or drills; or (2)Road construction or resurfacing equipment such as graders, scrapers or rollers; e.Vehicles not described in a.,b.,c.or d.above that are not self-propelled and are maintained primarily to provide mobility to permanently attached equipment of the following types: (1)Air compressors, pumps and generators, including spraying, welding, building cleaning, geophysical exploration, lighting and well servicing equipment; or (2)Cherry pickers and similar devices used to raise or lower workers; f.Vehicles not described in a.,b.,c.or d.above maintained primarily for purposes other than the transportation of persons or cargo. However, self-propelled vehicles with the following types of permanently attached equipment are not "mobile equipment" but will be considered "autos": (1)Equipment designed primarily for: (a)Snow removal; (b)Road maintenance, but not construction or resurfacing; or (c)Street cleaning; (2)Cherry pickers and similar devices mounted on automobile or truck chassis and used to raise or lower workers; and (3)Air compressors, pumps and generators, including spraying, welding, building cleaning, geophysical exploration, lighting and well servicing equipment. However, "mobile equipment" does not include any land vehicle that is subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged. Land vehicles subject to a compulsory or financial responsibility law or other motor vehicle insurance law are considered "autos". Form HG 00 01 09 16 Page 21 of 22 16. "Occurrence"means an accident, including continuous or repeated exposure to substantially the same general harmful conditions. 17. "Personal and advertising injury"means injury, including consequential "bodily injury", arising out of one or more of the following offenses: a.False arrest, detention or imprisonment; b.Malicious prosecution; c.The wrongful eviction from, wrongful entry into, or invasion of the right of private occupancy of a room, dwelling or premises that a person or organization occupies, committed by or on behalf of its owner, landlord or lessor; d.Oral, written or electronic publication, in any manner, of material that slanders or libels a person or organization or disparages a person's or organization's goods, products or services; e.Oral, written or electronic publication, in any manner, of material that violates a person's right of privacy; f.Copying, in your "advertisement", a person's or organization's "advertising idea" or style of "advertisement"; or g.Infringement of copyright, slogan, or title of any literary or artistic work, in your "advertisement". 18. "Pollutants"mean any solid, liquid, gaseous or thermal irritant or contaminant, including smoke, vapor, soot, fumes, acids, alkalis, chemicals and waste. Waste includes materials to be recycled, reconditioned or reclaimed. 19. "Products-completed operations hazard": a.Includes all "bodily injury" and "property damage" occurring away from premises you own or rent and arising out of "your product" or "your work" except: (1)Products that are still in your physical possession; or (2)Work that has not yet been completed or abandoned. However, "your work" will be deemed completed at the earliest of the following times: (a)When all of the work called for in your contract has been completed. (b)When all of the work to be done at the job site has been completed if your contract calls for work at more than one job site. (c)When that part of the work done at a job site has been put to its intended use by any person or organization other than another contractor or subcontractor working on the same project. Work that may need service, maintenance, correction, repair or replacement, but which is otherwise complete, will be treated as completed. b.Does not include "bodily injury" or "property damage" arising out of: (1)The transportation of property, unless the injury or damage arises out of a condition in or on a vehicle not owned or operated by you, and that condition was created by the "loading or unloading" of that vehicle by any insured; (2)The existence of tools, uninstalled equipment or abandoned or unused materials; or (3)Products or operations for which the classification, listed in the Declarations or in a policy Schedule, states that products-completed operations are subject to the General Aggregate Limit. 20. "Property damage" means: a.Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; or b.Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the "occurrence" that caused it. As used in this definition, computerized or electronically stored data, programs or software are not tangible property. Electronic data means information, facts or programs: a.Stored as or on; b.Created or used on; or c.Transmitted to or from; computer software, including systems and applications software, hard or floppy disks, CD- ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. 21. "Suit"means a civil proceeding in which damages because of "bodily injury", "property damage" or "personal and advertising injury" to which this insurance applies are alleged. "Suit" includes: a.An arbitration proceeding in which such damages are claimed and to which the insured must submit or does submit with our consent; or Page 22 of 22 Form HG 00 01 09 16 b.Any other alternative dispute resolution proceeding in which such damages are claimed and to which the insured submits with our consent. 22. "Temporary worker"means a person who is furnished to you to substitute for a permanent "employee" on leave or to meet seasonal or short-term workload conditions. 23. "Volunteer worker" means a person who a.Is not your "employee"; b.Donates his or her work; c.Acts at the direction of and within the scope of duties determined by you; and d.Is not paid a fee, salary or other compensation by you or anyone else for their work performed for you. 24. "Your product": a.Means: (1)Any goods or products, other than real property, manufactured, sold, handled, distributed or disposed of by: (a)You; (b)Others trading under your name; or (c)A person or organization whose business or assets you have acquired; and (2)Containers (other than vehicles), materials, parts or equipment furnished in connection with such goods or products. b.Includes (1)Warranties or representations made at any time with respect to the fitness, quality, durability, performance or use of "your product"; and (2)The providing of or failure to provide warnings or instructions. c.Does not include vending machines or other property rented to or located for the use of others but not sold. 25. "Your work": a.Means: (1)Work or operations performed by you or on your behalf; and (2)Materials, parts or equipment furnished in connection with such work or operations. b.Includes (1)Warranties or representations made at any time with respect to the fitness, quality, durability, performance or use of "your work", and (2)The providing of or failure to provide warnings or instructions. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Form HS 24 24 12 20 Page 1 of 7 © 2020, The Hartford CONTRACTORS BROAD FORM ENDORSEMENT - TEXAS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART INDEX 1.Alienated Premises Coverage ……………………………………………………………………………….……….1 2.Damage to Your Work ……………………………………………………………………………………….……….1 3.That Particular Part ………………………………………………………………………………………….……..2 4.Contractors Limited Professional Liability ………………………………………………….……………….…………2 5.Per Project and Per Location General Aggregate Limits of Insurance ………………………………….………....2 6.Medical Payments Coverage – Including Products – Completed Operations ……………………….……………3 7.Injury to Employee's Reputation With Respect to Incidental Medical Malpractice ………………….…………..3 8.Bodily Injury Employee Suits …………………………………………………………………………….…………..4 9.Consolidated Insurance (Wrap Up) Program ……………………………………………………………………...4 10.Access or Disclosure of Confidential or Personal Information and Data-Related Liability ……………………5 11.Supplementary Payments ………………………………………………………………………………….…………5 12.Notice of Cancellation to Certificate Holders ……………………………………………………….………………...6 13.Contractual Liability Coverage for Personal and Advertising Injury ……………………………….…………….…….6 14.Insured Contract Definition ………………………………………………………………………………..…………6 1. ALIENATED PREMISES COVERAGE Exclusion j. Damage To Property of Section I - Coverage A is amended as follows: a.The following exception to the exclusion is deleted: Paragraph (2)of this exclusion does not apply if the premises are "your work" and were never occupied, rented or held for rental by you. b.This exception is replaced by the following: Paragraph (2) of this exclusion does not apply if the premises are "your work". Page 2 of 7 Form HS 24 24 12 20 2. DAMAGE TO YOUR WORK A. Section I - Coverage A - Bodily Injury And Property Damage Liability, Paragraph 1. Insuring Agreement is amended to add the following: f.Damages because of “property damage” include damages the insured becomes legally obligated to pay because of “property damage” to “your work” or caused by “your work”, and such “property damage” shall be deemed to be caused by an “occurrence”, if not intended or expected from the standpoint of the insured, regardless of whether the “property damage” arises from breach of contract. B. Exclusion l. Damage To Your Work of Section I - Coverage A is replaced by the following: I. Damage to Your Work "Property damage" to that particular part of "your work" that must be restored, repaired or replaced because "your work" was incorrectly performed and included in the "products-completed operations hazard". This exclusion does not apply if the damaged work or the work performed incorrectly was performed on your behalf by a subcontractor. This Paragraph 2.B.does not apply if Exclusion l. Damage To Your Work has been otherwise modified by endorsement. 3. THAT PARTICULAR PART This Paragraph 3.applies to Exclusion j. Damage to Property, subparagraphs (5), and (6),Exclusion k. Damage to Your Product, and Exclusion l. Damage to Your Work. When performing operations as a "general contractor", the term that particular part shall not mean the entire construction, improvement or renovation project. For purposes of this provision, the term “general contractor” means the contractor signing the prime construction contract for a construction, erection, improvement or renovation project and that has main responsibility for such project including hiring all of the subcontractors and suppliers. 4. CONTRACTORS LIMITED PROFESSIONAL LIABILITY The following exclusion is added to Paragraph 2., Exclusions of Section I - Coverage A - Bodily Injury And Property Damage Liability, and to Paragraph 2., Exclusions of Section I - Coverage B - Personal And Advertising Injury Liability: This insurance does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of the rendering of or failure to render any professional services by you with respect to your providing engineering, architectural or surveying services in your capacity as an engineer, architect or surveyor. Professional services include: (1)The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifications; and (2)Supervisory or inspection activities performed as a part of any related architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of or failure to render any professional services by you with respect to your providing engineering, architectural or surveying services in your capacity as an engineer, architect or surveyor. This exclusion does not apply to your operations in connection with construction work performed by you or on your behalf. However, this exception to the exclusion will not apply if you are in the business or profession of providing the professional services described above independent from the construction work performed by you or on your behalf. In the event this insurance applies to any injury, damage, loss, cost or expense covered by Professional Liability insurance issued by a company unaffiliated with us, then the insurance afforded under this Coverage Part is excess over such other valid and collectible Professional Liability insurance (including any deductible or self-insured retention portion thereof), and any other valid and collectible insurance available to the insured whether primary, excess, contingent or on any other basis. 5. PER PROJECT AND PER LOCATION GENERAL AGGREGATE LIMITS OF INSURANCE A.For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I - Coverage A, and for all medical expenses caused by accidents under Section I - Coverage C, which can be attributed only to ongoing operations at a single "project" or a single "location"; 1.A separate Per Project General Aggregate Limit or a separate Per Location General Aggregate Limit applies to each "project" or "location", whichever is applicable. The Per Project General Aggregate Limit and Per Location Aggregate Limit is equal to the amount of the General Aggregate Limit shown in the Declarations. Form HS 24 24 12 20 Page 3 of 7 2.The Per Project General Aggregate Limit or the Per Location General Aggregate Limit, whichever applies, is the most we will pay for the sum of all damages under Coverage A except damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard", and for medical expenses under Coverage C regardless of the number of; a.Insureds; b.Claims made or "suits" brought; or c.Persons or organizations making claims or bringing "suits". 3.Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the Per Project General Aggregate Limit for that "project" or the Per Location General Aggregate for that "location", whichever applies. Such payments shall not reduce the General Aggregate Limit shown in the Declarations, the Per Project General Aggregate Limit for any other "project", or the Per Location General Aggregate Limit for any other "location". 4.The limits shown in the Declarations for Each Occurrence, Damage To Premises Rented To You and Medical Expense continue to apply. However, instead of being subject to the General Aggregate Limit shown in the Declarations, such limits will be subject to the applicable Per Project General Aggregate Limit if attributable only to ongoing operations at a single "project" or the Per Location General Aggregate if attributable only to ongoing operations at a single "location". B.For all sums which the insured becomes legally obligated to pay as damages caused by "occurrences" under Section I - Coverage A and for all medical expenses caused by accidents under Section I - Coverage C , which cannot be attributed only to ongoing operations at a single "project" or a single "location"; 1.Any payments made under Coverage A for damages or under Coverage C for medical expenses shall reduce the amount available under the General Aggregate Limit or the Products-Completed Operations Aggregate Limit, whichever is applicable; and 2.Such payments shall not reduce any Per Project General Aggregate Limit or any Per Location General Aggregate Limit. C.When coverage for liability arising out of the "products-completed operations hazard" is provided, any payments for damages because of "bodily injury" or "property damage" included in the "products-completed operations hazard" will reduce the Products-Completed Operations Aggregate Limit, and not reduce the General Aggregate Limit, or any Per Project General Aggregate Limit or any Per Location General Aggregate Limit. D.The provisions of Section III - Limits Of Insurance not otherwise modified by this endorsement shall continue to apply as stipulated. E.For the purposes of Paragraph 5., the following definitions apply: "Project" means a premises an insured does not own or rent and where such insured performs construction- related operations. Each "project" involving the same or connecting lots, or premises whose connection is separated by a street, roadway, waterway or right-of-way railroad shall be considered a single "project". If a "project" has been abandoned and then restarted, or if the authorized contracting parties deviate from plans, blueprints, designs, specifications or timetables, the "project" shall be considered a single "project". "Project" does not include a premises that is a "location". "Location" means a premises an insured owns or rents and where such insured performs business operations other than construction-related operations. Each "location" involving the same or connecting lots, or premises whose connection is separated by a street, roadway, waterway or right-of-way railroad shall be considered a single "location." "Location" does not include a premises that is a "project". This provision does not apply if the Per Project and the Per Location General Aggregate Limit has been otherwise modified by endorsement. 6. MEDICAL PAYMENTS COVERAGE - INCLUDING PRODUCTS-COMPLETED OPERATIONS Paragraph 1.a. of the Insuring Agreement - Coverage C is replaced by the following: 1. Insuring Agreement a.We will pay medical expenses as described below for "bodily injury" caused by an accident: (1)On premises you own or rent; (2)On ways next to premises you own or rent; (3)Because of your operations; or (4)Included within the definition of the "products-completed operations hazard;" provided that: (1)The accident takes place in the "coverage territory" and during the policy period; (2)The expenses are incurred and reported to us within three years of the date of the accident; and Page 4 of 7 Form HS 24 24 12 20 (3)The injured person submits to examination, at our expense, by physicians of our choice as often as we reasonably require. 7. INJURY TO EMPLOYEE'S REPUTATION WITH RESPECT TO INCIDENTAL MEDICAL MALPRACTICE A.The following is added to Paragraph 1.e. of the Insuring Agreement - Coverage A: (3)With respect to incidental medical malpractice, "bodily injury" includes damages claimed for injury to emotions or reputation of an "employee" arising out of the rendering or failure to render professional health care services as a physician, dentist, nurse, emergency medical technician or paramedic services. B.The following exclusion is added to Coverage B - Personal and Advertising Injury: "Personal and advertising injury arising out of the rendering or failure to render professional health care services as a physician, dentist, nurse, emergency medical technician or paramedic. 8. BODILY INJURY EMPLOYEE SUITS A."Bodily injury" as listed in Paragraph 2.a.(1)of Section II - Who Is An Insured, does not apply to 2.a.(1)(a) through 2.a.(1)(c). B.Part a. of Paragraph 4. Nonowned Watercraft in Section II - Who Is An Insured does not apply. 9. CONSOLIDATED INSURANCE (WRAP-UP) PROGRAMS The following exclusion is added to Section I Coverage A: This insurance does not apply to any "bodily injury" or "property damage" arising out of any "wrap project or premises" where an insured under this policy is or was also an insured under one or more commercial general liability (CGL) policies (including any umbrella or excess policies that include the commercial general liability policy(ies) as underlying insurance) included within a "consolidated insurance (wrap-up) program." This exclusion applies even if the limits of insurance for such "consolidated insurance (wrap-up) program" are exhausted or not collected for any reason, including bankruptcy or insolvency of the insurer providing coverage for the "consolidated insurance (wrap- up) program". This exclusion also applies if the CGL coverage afforded under the "consolidated insurance (wrap-up) program" is narrower in scope than the coverage provided by this policy. This exclusion does not apply to: A. Products-Completed Operations Hazard Exception "Bodily injury" or "property damage" arising out of an insured's operations at or in connection with a "wrap project or premises" when such "bodily injury" or "property damage" commences after the "products-completed operations hazard" coverage or any completed operations extension coverage provided by the applicable "consolidated insurance (wrap-up) program" has ended or is no longer in effect. B. Off-Site Location Exception "Bodily injury" or "property damage" resulting from an insured's operations at or in connection with a "wrap project or premises" at a location to which the applicable "consolidated insurance (wrap-up) program" does not apply. C. Repair Work And Punch List Work Exception "Bodily injury" or "property damage" resulting from "repair work" or "punch list work" at a "wrap project or premises" but only when the applicable "consolidated insurance (wrap-up) program" does not apply or no longer applies to such "repair work" or "punch list work". This exception does not apply to the cost of performing such "repair work" or "punch list work", or to the "repair work" or "punch list work" itself. D. Additional Insured Extension "Bodily injury" or "property damage" for which you are solely an additional insured under the "consolidated insurance (wrap-up) program". The coverage provided under Paragraphs 9.A through 9.D.above is subject to all terms, conditions and exclusions of this policy. For purposes of Paragraph 9., the following definitions apply: "Consolidated insurance (wrap-up) program" means any agreement or arrangement, including any contractor- controlled, owner-controlled, project specific or similar insurance program under which one or more contractor(s) working on a specified project are insured under one or more commercial general liability (CGL) policies (including any umbrella or excess policies that include the commercial general liability policy(ies) as underlying insurance) issued by a specified carrier for injury or damage arising out of operations conducted in connection with or necessary or incidental to the project. “Insured’s operations” means all operations performed by a named insured (and not sub-contracted or performed by others on the insured’s behalf). "Punch list work" means the “insured’s operations” at or in connection with a "wrap project or premises" in order to complete the work called for in an insured's contract for the "wrap project or premises". Form HS 24 24 12 20 Page 5 of 7 "Repair work" means the “insured’s operations” that are service, maintenance, correction, repair, replacement work, or periodic inspection performed by an insured at or in connection with a "wrap project or premises", in order to replace or repair an insured’s completed work. "Wrap project or premises" means any premises or construction, erection, improvement or renovation project subject to a "consolidated insurance (wrap-up) program". 10. ACCESS OR DISCLOSURE OF CONFIDENTIAL OR PERSONAL INFORMATION AND DATA-RELATED LIABILITY A. Exclusion p.of Section I - Coverage A - Bodily Injury And Property Damage Liability is replaced by the following: p. Access Or Disclosure Of Confidential Or Personal Information And Data-Related Liability Damages arising out of: (1)Any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information; or (2)The loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate "electronic data" that does not result from physical injury to tangible property. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relations expenses or any other loss, cost or expense incurred by you or others arising out of that which is described in Paragraph (1) or (2) above. However, unless Paragraph (1)above applies, this exclusion does not apply to liability for damages because of "bodily injury". B. Exclusion w. of 2. Exclusions of Coverage B - Personal and Advertising Injury is replaced by the following: w. Access Or Disclosure Of Confidential Or Personal Information “Personal and advertising injury" arising out of any access to or disclosure of any person's or organization's confidential or personal information, including patents, trade secrets, processing methods, customer lists, financial information, credit card information, health information or any other type of nonpublic information. This exclusion applies even if damages are claimed for notification costs, credit monitoring expenses, forensic expenses, public relations expenses or any other loss, cost or expense incurred by you or others arising out of any access to or disclosure of any person's or organization's confidential or personal information. C.The following Paragraph is added to Section III - Limits Of Insurance: Subject to Paragraph 5. Each Occurrence Limit, the most we will pay under Coverage A for "property damage" because of all loss of "electronic data" arising out of any one "occurrence" is $100,000, unless modified by endorsement. D.The following definition is added to Section V - Definitions: "Electronic data" means information, facts or programs: a.Stored as or on; b.Created or used on; or c.Transmitted to or from; computer software, (including systems and applications software) hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media which are used with electronically controlled equipment. E.For the purposes of the coverage provided by this provision, the definition of "property damage" in Section V - Definitions is replaced by the following: "Property damage" means: a.Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b.Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the "occurrence" that caused it; or c.Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate "electronic data", resulting from physical injury to tangible property. All such loss of "electronic data" shall be deemed to occur at the time of the "occurrence" that caused it. For the purposes of this insurance, "electronic data" is not tangible property. Page 6 of 7 Form HS 24 24 12 20 11. SUPPLEMENTARY PAYMENTS In the Supplementary Payments - Coverages A and B provision: The limit for the cost of bail bonds is increased to $2,500. 12. NOTICE OF CANCELLATION TO CERTIFICATE HOLDER(S) This policy is subject to the following additional Conditions: A.If this policy is cancelled by the Company, other than for nonpayment of premium, notice of such cancellation will be provided at least thirty (30) days in advance of the cancellation effective date to the certificate holder(s) with mailing addresses on file with the agent of record or the Company. B.If this policy is cancelled by the Company for nonpayment of premium, or by the insured, notice of such cancellation will be provided within (10) days of the cancellation effective date to the certificate holder(s) with mailing addresses on file with the agent of record or the Company. If notice is mailed, proof of mailing to the last known mailing address of the certificate holder(s) on file with the agent of record or the Company will be sufficient proof of notice. Any notification rights provided by this endorsement apply only to active certificate holder(s) who were issued a certificate of insurance applicable to this policy's term. Failure to provide such notice to the certificate holder(s) will not amend or extend the date the cancellation becomes effective, nor will it negate cancellation of the policy. Failure to send notice shall impose no liability of any kind upon the Company or its agents or representatives. 13. CONTRACTUAL LIABILITY COVERAGE FOR PERSONAL AND ADVERTISING INJURY Exclusion e.of SECTION I - COVERAGE B PERSONAL AND ADVERTISING INJURY LIABILITY is replaced by the following: This insurance does not apply to: e. Contractual Liability "Personal and advertising injury" for which the insured has assumed liability in a contract or agreement. This exclusion does not apply to liability for damages: (1)That the insured would have in the absence of the contract or agreement; or (2)Assumed in a contract or agreement that is an "insured contract", provided the "personal and advertising injury" occurs subsequent to the execution of the contract or agreement. Solely for the purposes of liability assumed in an "insured contract", reasonable attorney fees and necessary litigation expenses incurred by or for a party other than an insured are deemed to be damages because of "personal and advertising injury", provided: (a)Liability to such party for, or for the cost of, that party's defense has also been assumed in the same "insured contract"; and (b)Such attorney fees and litigation expenses are for defense of that party against a civil or alternative dispute resolution proceeding in which damages to which this insurance applies are alleged. 14. INSURED CONTRACT DEFINITION a. INSURED CONTRACT- CONSTRUCTION OPERATIONS AND MUNICIPAL WORK Paragraph d.of the definition of ''insured contract'' in Section V - Definitions is deleted and replaced by the following: An obligation, as required by ordinance, to indemnify a municipality. b. CONTRACTUAL LIABILITY Paragraph f. of the definition of "insured contract" is deleted and replaced by the following: That part of any other contract or agreement pertaining to your business (including an indemnification of a municipality in connection with work performed for a municipality) under which you assume the tort liability of another party to pay for "bodily injury", "property damage", or "personal and advertising injury" to a third person or organization. Tort liability means a liability that would be imposed by law in the absence of any contract or agreement. Paragraph f.includes that part of any contract or agreement that indemnifies a railroad for "bodily injury", "property damage", or "personal and advertising injury" arising out of construction or demolition operations, within 50 feet of any railroad property and affecting any railroad bridge or trestle, tracks, road-beds, tunnel, underpass or crossing. However, Paragraph f. does not include that part of any contract or agreement: (1)That indemnifies an architect, engineer or surveyor for injury or damage arising out of: Form HS 24 24 12 20 Page 7 of 7 (a)Preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (b)Giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage; or (2)Under which the insured, if an architect, engineer or surveyor, assumes liability for an injury or damage arising out of the insured's rendering or failure to render professional services, including those listed in (1) above and supervisory, inspection, architectural or engineering activities. All other terms and conditions in the policy remain unchanged. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. Form HA 99 16 12 21 Page 1 of 5 © 2021, The Hartford (Includes copyrighted material of Insurance Services Office, Inc. with its permission.) COMMERCIAL AUTOMOBILE BROAD FORM ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM To the extent that the provisions of this endorsement provide broader benefits to the "insured" than other provisions of the Coverage Form, the provisions of this endorsement apply. 1. BROAD FORM INSURED Paragraph .1. - WHO IS AN INSURED - of Section II - Liability Coverage is amended to add the following: d. Subsidiaries and Newly Acquired or Formed Organizations The Named Insured shown in the Declarations is amended to include: (1) Any legal business entity other than a partnership or joint venture, formed as a subsidiary in which you have an ownership interest of more than 50% on the effective date of the Coverage Form. However, the Named Insured does not include any subsidiary that is an "insured" under any other automobile policy or would be an "insured" under such a policy but for its termination or the exhaustion of its Limit of Insurance. (2) Any organization that is acquired or formed by you and over which you maintain majority ownership. However, the Named Insured does not include any newly formed or acquired organization: (a) That is a partnership or joint venture, (b) That is an "insured" under any other policy, (c) That has exhausted its Limit of Insurance under any other policy, or (d) 180 days or more after its acquisition or formation by you, unless you have given us notice of the acquisition or formation. Coverage does not apply to "bodily injury" or "property damage" that results from an "accident" that occurred before you formed or acquired the organization. e. Employees as Insureds (1). Any "employee" of yours while using a covered "auto" you don't own, hire or borrow in your business or your personal affairs. f. Lessors as Insureds (1). The lessor of a covered "auto" while the "auto" is leased to you under a written agreement if: (a) The agreement requires you to provide direct primary insurance for the lessor and (b) The "auto" is leased without a driver. Such a leased "auto" will be considered a covered "auto" you own and not a covered "auto" you hire. g. Additional Insured if Required by Contract (1) When you have agreed, in a written contract or written agreement, that a person or organization be added as an additional insured on your business auto policy, such person or organization is an "insured", but only to the extent such person or organization is liable for "bodily injury" or "property damage" caused by the conduct of an "insured" under paragraphs a. or b. of Who Is An Insured with regard to the ownership, maintenance or use of a covered "auto." The insurance afforded to any such additional insured applies only if the "bodily injury" or "property damage" occurs: (a) During the policy period, and (b) Subsequent to the execution of such written contract, and Page 2 of 5 Form HA 99 16 12 21 (c) Prior to the expiration of the period of time that the written contract requires such insurance be provided to the additional insured. (2) How Limits Apply If you have agreed in a written contract or written agreement that another person or organization be added as an additional insured on your policy, the most we will pay on behalf of such additional insured is the lesser of: (a) The limits of insurance specified in the written contract or written agreement; or (b) The Limits of Insurance shown in the Declarations. Such amount shall be a part of and not in addition to Limits of Insurance shown in the Declarations and described in this Section. (3) Additional Insureds Other Insurance If we cover a claim or "suit" under this Coverage Part that may also be covered by other insurance available to an additional insured, such additional insured must submit such claim or "suit" to the other insurer for defense and indemnity. However, this provision does not apply to the extent that you have agreed in a written contract or written agreement that this insurance is primary and non-contributory with the additional insured's own insurance. (4) Duties in The Event Of Accident, Claim, Suit or Loss If you have agreed in a written contract or written agreement that another person or organization be added as an additional insured on your policy, the additional insured shall be required to comply with the provisions in LOSS CONDITIONS 2. - DUTIES IN THE EVENT OF ACCIDENT, CLAIM , SUIT OR LOSS – OF SECTION IV – BUSINESS AUTO CONDITIONS, in the same manner as the Named Insured. 2. Primary and Non-Contributory if Required by Contract Only with respect to insurance provided to an additional insured in A.1.g. - Additional Insured If Required by Contract, the following provisions apply: (1) Primary Insurance When Required By Contract This insurance is primary if you have agreed in a written contract or written agreement that this insurance be primary. If other insurance is also primary, we will share with all that other insurance by the method described in Other Insurance 5.d. (2) Primary And Non-Contributory To Other Insurance When Required By Contract If you have agreed in a written contract or written agreement that this insurance is primary and non-contributory with the additional insured's own insurance, this insurance is primary and we will not seek contribution from that other insurance. Paragraphs (1)and (2)do not apply to other insurance to which the additional insured has been added as an additional insured. When this insurance is excess, we will have no duty to defend the insured against any "suit" if any other insurer has a duty to defend the insured against that "suit". If no other insurer defends, we will undertake to do so, but we will be entitled to the insured's rights against all those other insurers. When this insurance is excess over other insurance, we will pay only our share of the amount of the loss, if any, that exceeds the sum of: (1) The total amount that all such other insurance would pay for the loss in the absence of this insurance; and (2) The total of all deductible and self-insured amounts under all that other insurance. We will share the remaining loss, if any, by the method described in SECTION IV- Business Auto Conditions, B. General Conditions, Other Insurance 5.d. 3. AUTOS RENTED BY EMPLOYEES Any "auto" hired or rented by your "employee" on your behalf and at your direction will be considered an "auto" you hire. The SECTION IV- Business Auto Conditions, B. General Conditions, 5. OTHER INSURANCE Condition is amended by adding the following: e. If an "employee’s" personal insurance also applies on an excess basis to a covered "auto" hired or rented by your "employee" on your behalf and at your direction, this insurance will be primary to the "employee’s" personal insurance. 4. AMENDED FELLOW EMPLOYEE EXCLUSION EXCLUSION 5. - FELLOW EMPLOYEE - of SECTION II - LIABILITY COVERAGE does not apply if you have workers ' compensation insurance in-force covering all of your "employees". Coverage is excess over any other collectible insurance. Form HA 99 16 12 21 Page 3 of 5 5. HIRED AUTO PHYSICAL DAMAGE COVERAGE If hired "autos" are covered "autos" for Liability Coverage and if Comprehensive, Specified Causes of Loss, or Collision coverages are provided under this Coverage Form for any "auto" you own, then the Physical Damage Coverages provided are extended to "autos" you hire or borrow, subject to the following limit. The most we will pay for "loss" to any hired "auto" is: (1) $100,000; (2) The actual cash value of the damaged or stolen property at the time of the "loss"; or (3) The cost of repairing or replacing the damaged or stolen property, whichever is smallest, minus a deductible. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. No deductible applies to "loss" caused by fire or lightning. Hired Auto Physical Damage coverage is excess over any other collectible insurance. Subject to the above limit, deductible and excess provisions, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own. We will also cover loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss, subject to a maximum of $1000 per "accident". This extension of coverage does not apply to any "auto" you hire or borrow from any of your "employees", partners (if you are a partnership), members (if you are a limited liability company), or members of their households. 6. PHYSICAL DAMAGE - ADDITIONAL TEMPORARY TRANSPORTATION EXPENSE COVERAGE Paragraph A.4.a. of SECTION III - PHYSICAL DAMAGE COVERAGE is amended to provide a limit of $50 per day and a maximum limit of $1,000. 7. LOAN/LEASE GAP COVERAGE Under SECTION III - PHYSICAL DAMAGE COVERAGE, in the event of a total "loss" to a covered "auto", we will pay your additional legal obligation for any difference between the actual cash value of the "auto" at the time of the "loss" and the "outstanding balance" of the loan/lease. "Outstanding balance" means the amount you owe on the loan/lease at the time of "loss" less any amounts representing taxes; overdue payments; penalties, interest or charges resulting from overdue payments; additional mileage charges; excess wear and tear charges; lease termination fees; security deposits not returned by the lessor; costs for extended warranties, credit life Insurance, health, accident or disability insurance purchased with the loan or lease; and carry-over balances from previous loans or leases. 8. AIRBAG COVERAGE Under Paragraph B. EXCLUSIONS - of SECTION III - PHYSICAL DAMAGE COVERAGE, the following is added: The exclusion relating to mechanical breakdown does not apply to the accidental discharge of an airbag. 9. ELECTRONIC EQUIPMENT - BROADENED COVERAGE a. The exceptions to Paragraphs B.4 - EXCLUSIONS - of SECTION III - PHYSICAL DAMAGE COVERAGE are replaced by the following: Exclusions 4.c.and 4.d.do not apply to equipment designed to be operated solely by use of the power from the "auto's" electrical system that, at the time of "loss", is: (1) Permanently installed in or upon the covered "auto"; (2) Removable from a housing unit which is permanently installed in or upon the covered "auto"; (3) An integral part of the same unit housing any electronic equipment described in Paragraphs (1) and (2) above; or (4) Necessary for the normal operation of the covered "auto" or the monitoring of the covered "auto's" operating system. b. Section III, Physical Damage Coverage, Limit of Insurance, Paragraph C.2. is amended to add the following: $1,500 is the most we will pay for "loss" in any one "accident" to all electronic equipment (other than equipment designed solely for the reproduction of sound, and accessories used with such equipment) that reproduces, receives or transmits audio, visual or data signals which, at the time of "loss", is: (1) Permanently installed in or upon the covered "auto" in a housing, opening or other location that is not normally used by the "auto" manufacturer for the installation of such equipment; (2) Removable from a permanently installed housing unit as described in Paragraph 2.a. above or is an integral part of that equipment; or (3) An integral part of such equipment. Page 4 of 5 Form HA 99 16 12 21 c. For each covered "auto", should loss be limited to electronic equipment only, our obligation to pay for, repair, return or replace damaged or stolen electronic equipment will be reduced by the applicable deductible shown in the Declarations, or $250, whichever deductible is less. 10. EXTRA EXPENSE - BROADENED COVERAGE Under Paragraph A. - COVERAGE - of SECTION III - PHYSICAL DAMAGE COVERAGE, we will pay for the expense of returning a stolen covered "auto" to you. 11. GLASS REPAIR - WAIVER OF DEDUCTIBLE Under Paragraph D. - DEDUCTIBLE - of SECTION III - PHYSICAL DAMAGE COVERAGE, the following is added: No deductible applies to glass damage if the glass is repaired rather than replaced. 12. TWO OR MORE DEDUCTIBLES Under Paragraph D. - DEDUCTIBLE - of SECTION III - PHYSICAL DAMAGE COVERAGE, the following is added: If another Hartford Financial Services Group, Inc. company policy or coverage form that is not an automobile policy or coverage form applies to the same "accident", the following applies: (1) If the deductible under this Business Auto Coverage Form is the smaller (or smallest) deductible, it will be waived; (2) If the deductible under this Business Auto Coverage Form is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller (or smallest) deductible. 13. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS The requirement in LOSS CONDITIONS 2.a. - DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS - of SECTION IV - BUSINESS AUTO CONDITIONS that you must notify us of an "accident" applies only when the "accident" is known to: (1) You, if you are an individual; (2) A partner, if you are a partnership; (3) A member, if you are a limited liability company; or (4) An executive officer or insurance manager, if you are a corporation. 14. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS If you unintentionally fail to disclose any hazards existing at the inception date of your policy, we will not deny coverage under this Coverage Form because of such failure. 15. HIRED AUTO - COVERAGE TERRITORY SECTION IV, BUSINESS AUTO CONDITIONS, PARAGRAPH B. GENERAL CONDITIONS, 7. - POLICY PERIOD, COVERAGE TERRITORY - is added to include the following: (6) For short-term hired "autos", the coverage territory with respect to Liability Coverage is anywhere in the world provided that if the "insured's" responsibility to pay damages for "bodily injury" or "property damage" is determined in a "suit," the "suit" is brought in the United States of America, the territories and possessions of the United States of America, Puerto Rico or Canada or in a settlement we agree to. 16. WAIVER OF SUBROGATION Paragraph 5. TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US - of SECTION IV - BUSINESS AUTO CONDITIONS A. Loss Conditions is amended by adding the following: We waive any right of recovery we may have against any person or organization with whom you have a written contract that requires such waiver because of payments we make for damages under this Coverage Form. 17. RESULTANT MENTAL ANGUISH COVERAGE The definition of "bodily injury" in SECTION V- DEFINITIONS, C. is replaced by the following: "Bodily injury" means bodily injury, sickness or disease sustained by any person, including mental anguish or death resulting from any of these. 18. EXTENDED CANCELLATION CONDITION Paragraph 2. of the COMMON POLICY CONDITIONS - CANCELLATION - applies except as follows: If we cancel for any reason other than nonpayment of premium, we will mail or deliver to the first Named Insured written notice of cancellation at least 60 days before the effective date of cancellation. 19. HYBRID, ELECTRIC, OR NATURAL GAS VEHICLE PAYMENT COVERAGE In the event of a total loss to a "non-hybrid" auto for which Comprehensive, Specified Causes of Loss, or Collision coverages are provided under this Coverage Form, then such Physical Damage Coverages are amended as follows: a. If the auto is replaced with a "hybrid" auto or an auto powered solely by electricity or natural gas, we will pay an additional 10%, to a maximum of $2,500, of the "non-hybrid" auto’s actual cash value or replacement cost, whichever is less, Form HA 99 16 12 21 Page 5 of 5 b. The auto must be replaced and a copy of a bill of sale or new lease agreement received by us within 60 calendar days of the date of "loss," c. Regardless of the number of autos deemed a total loss, the most we will pay under this Hybrid, Electric, or Natural Gas Vehicle Payment Coverage provision for any one "loss" is $10,000. For the purposes of the coverage provision, a. A "non-hybrid" auto is defined as an auto that uses only an internal combustion engine to move the auto but does not include autos powered solely by electricity or natural gas. b. A "hybrid" auto is defined as an auto with an internal combustion engine and one or more electric motors; and that uses the internal combustion engine and one or more electric motors to move the auto, or the internal combustion engine to charge one or more electric motors, which move the auto. 20. VEHICLE WRAP COVERAGE In the event of a total loss to an "auto" for which Comprehensive, Specified Causes of Loss, or Collision coverages are provided under this Coverage Form, then such Physical Damage Coverages are amended to add the following: In addition to the actual cash value of the "auto", we will pay up to $1,000 for vinyl vehicle wraps which are displayed on the covered "auto" at the time of total loss. Regardless of the number of autos deemed a total loss, the most we will pay under this Vehicle Wrap Coverage provision for any one "loss" is $5,000. For purposes of this coverage provision, signs or other graphics painted or magnetically affixed to the vehicle are not considered vehicle wraps. �� O � X� utua WORKERS' COMPENSATION AND WC 42 03 04 B EMPLOYERS LIABILITY POLICY Insured copy 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 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 7/28/25 at 12:01 a.m. standard time, forms a part of: Policy no. 0001136506 of Texas Mutual Insurance Company effective on 7/28/25 Issued to: BURLESON CONSTRUCTION INC NCCI Carrier Code: 29939 This is not a bill .i/ �..• i � Authorized representative 7/24/25 PO Box 12058, Austin, TX 78711-2058 1 of 1 texasmutual.com �(800) 859-5995 � Fax (800) 359-0650 WC 42 03 04 B t j oos2 ia-7 PAYi�'I ENT BdN D F'age 1 of 3 1 2 3 4 5 � 7 , g 9 10 11 12 13 1 A� 15 16 17 1$ 19 Bond No: 4410704 SECTION 00 62 14 PAYMENT BOND THE STATE OF TEXAS C�l�l�J���'[1�.�.1:�:7;1�t.� § � KNOW ALL BYTHESE PRESENTS: � 7hat we, Burleson Coz�struciion, Inc. , known as "Principal" herein, and FCCI Insurance Comnanv . a corparate surety ( or sureties if more than onej, duly authorized to �o business in the 5tate of 7exas, known as "Surety" herein {whether ane or m�re), are held and firrnly bound unto the baveloper, SDI Rancho Canyon, LLC , authorized to do business in Texas "(Devsloper"), and the Ci#y of �ort Worth, a Texas municipaE corporation ("City"), in the penal sum of One Hundred Forty Four Thousand Oa/100 ballars ($ 144,000.00 ), [awfut money af the IJnited 5tates, ta be paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and tru€y be made jointly unto the Developer and the City as dual obligees, we f�ind ourselves, our heirs, executors, administrators, successors and assigns, jointly and se�erally, firmly by these presents: 2a WHEREAS, Qave�oper and City ha�e entered into an Agreement for the construction 21 of carnmunity �acilities in the City of F�rt Worth, by and through a Community FaciLities 22 Agreement, CFA Number CFA25-0119 ��n� 23 24 25 26 27 WHEREAS, Principal has entered into a certain written Contract with Developer, awarded #he 30th day of, Julv , 20 2�_, which Cantract is hereby referred to and made a part hereof for all purposes as if fully set forth herein, to furnish aLl materials, equipment, Labor and other accessories as defin�d by law, in the prosecution af the Work as provided for in said Cantract and designated as Public water Extension, Public Sanitflry Extension and (2} Concrete entry drives for Green Srick Retail Buildings A& B, Fort Worth, TX. CITY OF FORT WORTH STANDAR� CiFY CONDITIONS—DEV�LOp�R AWARD�D PR�lECTS Revised lanuary 31, 2D12 Green Brick Retai! Building �4 & B Projecd No: 6391 &.OA 006214-2 PAYi"IENTBOND Page 2 of 3 NOW, THEREFORE, THE CONDITION OF 7H15 OBLlGATIOf� is such Chat if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defiined in Chapter 2253 of the Texas Government Code, as amencled) in the prosecutian af the Worl< under the Contract, then this obligation shall be and become null and void; otharwise to remain in fuU force and effect. 1 2 3 4 5 6 This bond is made and executed in compliance with the �rovisions of Chapter 2253 7 of the Texas Go�ernment Code, as amer�ded, and all [iabiliti�s on this k�ond shall be 8 determined in accordance with the provisions of saicE siatute. 9 IN WITNESS WHEREOF, the Principal and Surety have each SIGN�D and SEALED 10 this instrument i�y duEy authorized agents and officers on this the 18th day of 11 Au�ust . �p 25 . 12 PRINCIPAL: Burleson Construction. lnc. (Principal) Secretary �c� s- f���[�Soou P��S.��C� Name and Title Address: 13340 S. Gessner Rc�. . � A�f-f EST. BY: Signature � . � ���� Witness as to Principal CITY OF FORT WORTH STANDRR� CITY CON�ITIDNS—�EVEI.OPER AWARDED PROJECTS Revised January 31, 2012 Missouri Citv, TX 77�89 Green Brick Retarl B�dddirig�I c� B Project No: 63918.0.4 � DQS214-3 PAYMENTBON� Page 3 of 3 su R�Tv: FCCI Insurance Comnany ATTEST: N/A (5urety) Secretary � ���. Kaitly arafigo Witness as to Surety ,,,,,,,,n��„«,,, �' u :���'� � a� ��°r �� �iL � �'�'' �" �'.�.�a � � � 4 �iS� i � �'+., �'LQItli7i�`•+`a,,• ""�"�. � F � � ., � � � � �+"" Jennifer Unton, Attornev-in-Fact Name and Title Address: 6300 Universitv Parkwav Sarasota, Florida 34240-8424 Telephone Number: (800) 226-3224 1 2 Note: lf signed by an officer of the Surety, there must b� on file a certified extract from the 3 bylaws showing that this person has autharity to sign such obli�atian. if Surety's physical 4 address is different from its rrtailing address, both must be provided. 5 6 T�e date of the band shall not be prior to the date the Contract is awarded. 7 . BY END O� SECTIDN ciry oF FORTwo�rw� STAN�ARD CITY CONDITIONS— DEVELOPER AWARI7ED PROJ�CTS Revised January 31, 2D12 Green Briek Redai! Buil�ling t� & B ProJect No: 63918.OA CFA25-0119 ! � 006213-2 PERFQRMANCE BON� Page 2 of 4 NOW, THEREFORE, the condition of this abligation is such that ifi the said Principal shall faithfully perform it obligations under the Contract and shall in all respects duly and faithfully per�arm the Work, including Change Orders, under the Contract, accarding to the plans, sp�cificatlons, and contract dacuments therein referred ta, and as weEl during any period af extension of the Contract that �ay be granted on the part of the Developer and/or City, then this obligation shall be and become null and void, atharwise to rer�ain ir� full force and effec�. 1 2 3 4 5 6 7 8 PR4VID�D FURTHER, that if any legal action be fi[ed on this Bond, venue shall lie in 9 Tarrant County, Texas or the United States Di$trict Court fQr the fVorthern District of Texas, 10 Fort Worth Division. 11 This �ond is made and executed in compliance with the provisions of Chapter 2253 12 of #he Texas Government Cade, as amended, and all liabilities on this bond shaLl be 13 determined in accordance with the provisions of said statue. 14 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and S�ALED this 15 instrument by duly authorized agents and officers on this the l$th day of Au�ust 16 ,2Q�25, , PRINCIPAL: Burleson Canstruction, Inc. BY: � i Signature 17 18 19 2a 21 22 23 24 25 2� 27 CITY OF FORT WORTH STANDARD CITY CONDITfONS — DEVELOPER AWARD�D PROJEC75 Revised January 31, 2012 GreertBrickRetail Building�4 & 13 Project No: G3918.OA 008213-3 PERFORMANCEBOND Page 3 of 4 1 ATf EST: 2 3 4 5 � (Principal) Secretary 7 8 9 1� 1� 12 'i 3 �4 �� . � ��� , .�/�1�/� � 5 Witn�ss as to PrincipaL '16 17 18 19 20 21 22 23 24 25 26 27 CITY OF FORT WORTH S7AIVQAfip CI7Y CONI]I710NS � DEVELOP�R AWARDED PROlECTS Revised January 31, 2012 1%N S. a ��.���aw PR.�' S��L�� Name and Title Address: 13340 S. Gessner Rd. Missouri City, TX 77489 S U R �TY: FCCI Insurance Companv .�,,,,,.,, �.,,,,,,,, � ���,ncC��n .�'�ti',: �,;:�Q���• A."�, €��'�' f� p�m�'S'� ; u�. ! �.�i:;}1.� ' '� � � �asa , z� r�LORibn � °r�. ,.,n��� i.�nw.,'�' Green I3rick Relarl Btrildrng A& B Project No: 63918.OtI oos2�a-a PERFQRMA�CEBOND Page 4 of 4 � 2 3 4 5 6 7 $ 9 10 11 12 � ar�i G_' � Kaii n Tarango � 13 Witness as to Surety 14 15 16 17 18 19 20 21 22 23 24 Jennifer Upton, Attorney-in-Fact Name and Title Address: G300 Universitv Parkwav Sarasata, Florida 34240�8424 Telephone Nurnber: ($00} 226-3224 *Note: If signed by an officer of the 5urety Company, there must be on file a certified extract frnm the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, bath must be provided. The date af the band sha€l not be prior to the date the Contract is awarded. CITY �F FORT WORTH STANRARD CITY CONDITIONS—DEVELOPERAWARD�D PROJECTS Revisad lanuary 31, 2012 Green I3rick Retcail I3uiddrrrg �1 & B Pro�ect No: 63918. DA 006219-1 MAINTENANCE BOND Page 1 of 6 Bond No: �{41070�4 1 2 3 4 5 6 7 8 9 10 11 'I 2 13 14 15 16 17 18 19 20 TFiE STATE OFTEXAS COUNTY 0� TARRAIdT 5�C710N 006219 MAINTENANC� BOND 5 � KNOW AL! BY THESE PRES�N7S: � That we Burleson Construction, Inc. , known as "Principal" herein and FCCI Insurance Company , a corporate surety (sureties, if rnore than one) duly autharized to do business in the State of 7exas, known as "Surety" herein (whether one or mar�), are held and firmly bound unto the bevelaper, SDI Rancho Canyon, LLC , authorized to da business in Texas ("beveloper"} and the City of Fort Worth, a Texas municipaL carporati�n ("City"), in the sum of One Hundred Forty Four Tl�ousand 00/� 00 Dollars ($ l��>aoo.00 ), lawful maney ofi the United 5tates, to be paid in Fort Wort�, Tarrant County, Texas; for payrt�ent ofi which sum well a�d truly be made jointly unto the Developer and the City as dual abligees and their successars, we bind oursel�es, aur heirs, executors, adminis�rators, successars and assigns, jointly and severally, firmly by these presents. 21 WHEREAS, DeveEoper and City have entered inta an Agreement for the construction of 22 cammunity fiaciLities in the City of ForC Worth by and through a Community Facilities 23 Agreement, CFA Number CFA25-0119 ;and 24 25 26 27 2$ WHEREAS, the Principal �as entered into a certain written contractwith the De�eloper awarded the 30th day of .fuly , 20 25 ., which Contract is hereby referred to and a made part hereof for all purposes as if fully set forrh herein, to furnish all materials, equipment Labor and flther accessories as defined by Law, in the prosecution nf the Work, including any Work resulting from a duly authorized Change CITY OF FORTWORTH STANQARD CfTY CONDITIONS - pEVEI.�PER AWARpEd PRO1�C�5 Revised January 31, 2012 Green BriclsRetail Buildir�g.4 & B Profect No: 63918. D�I 006219-2 NfAINTENANCE BOiVD Page 2 vf 6 9 Order (collectively herein, the "Work") as pravided for in said Contract and designated as 2 Public W�ter �xtension, Public Sanitary Extension and (2) Concrete entry drives far Green Brick Retail Buildings A& B, P'ort Worth, TX ; and 3 4 5 6 7 8 � WHEREAS, Principal binds itself to use such materials and t� so cflnstruct the Work in accordance with the plans, specifications and Contrac# Documents that the Work is and wi�l remairt free frorr� defiects in r�aterials or worl<manship for and during the p�riod of two (2) years after the date of FinaL Acceptance of the Warl< by the City ("Maintenance Period"); and 10 WHEREAS, Principal binds itself to repair or reconstruct th� Worl< in whoEe or in part 11 upon receiving notice from the De�eLoper and/or City of ti�e n�ed thereof at any time within 12 the Maintenance Period. �3 � 4 NOW i'H�R��04i�, the condition of this abligatian is such that if Principal shall 15 remedy any defective Work, far which timely notice was pro�ided by Developer or City, to a 16 completion satisfactory to the City, then this obligation shall become nuLl and void; 17 atherwise to remain in fu�l force and effect. 18 19 PROVIDED, HOWEVER, ifi Principal shall fail so to repair or reconstruct any timely 24 naticed clefective Work, it is agreed that the DeWeloper or City rnay cause any and alL such 21 defective Warkto be repaired and/or reconstructed with all associated costs thereof being 22 borne bythe Principa! and the Suraty underthis Maintenance Bond; and 23 24 PROVIDED FURTHER, that if any iegal actian be filed on this Bond, ver�ue shall lie in 25 Tarrant Couniy, Texas or the United 5tates District Court for the Narthern District �f Texas, 26 Fort Worth Dir�ision; and CITY OF FORT WORTH 5TANDARD CITY CONDITIONS — DEVELOPER AWARDE� PRQJECTS Revised January 31, 2012 Greeta Brrcic Redail Rtrildirag A c� 8 Project Na: 63918.OtI D06218-3 MAINTENANCE BOND Page 3 of 6 2 PROVIDED FUFiTH�R, that this obligatian shall be continuous in nature and 3 succ�ssive recoveries may be had here�n for successive breaches. 0 5 � CITY OF FORT WaRTH Green BrickRetail Buidding.4 & B STANaARD CITY CON�ITIONS—D�V�LdPERAWARDED PROJECTS ProjectNo: 63918.0,4 Revised lanuary 31, 2012 006219-A MAINTENANCE BOND Page4of6 1 IN WITNESS WHEREOF, the Principal ancf the 5urety have �ach SIGIVED and SEALED this 2 instrument foy duly authorized agents and officers on this the 18th �ay a� 3 Au�ust . 20 25 , PRINCiPAL: Burleson Construction, Inc. �� L'•j`� 5ignature ATTEST: 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 (Principal) Secretary CITY OF FORTWORTH STANDARD CITY CONDI710NS— DEVELOP�R AWARDED PRQ3ECT5 Revised January 31, 2012 ,�o►v 5� �3u�,[�ES� � P�L� S�� � �� Name and Title Address: 13340 S. Gessner Rd. Green Brick Redarl F3uilding�4 & B Project No: 63918.0,4 006279-5 MAINTENANCE BOND Page 5 of 6 1 2 3 `����/�.���� 4 Witness as to Principa! 5 � 6 7 8 9 �a 11 12 13 14 15 1fi 17 18 19 2a ATTEST: 21 22 N/A 23 24 (Surety) Secretary 25 26 27 28 CITY OF FORTWORTH STANDARD CITY CdNDITIONS — DEVELOPER AWARDED PROJECTS Revised January31, 2012 Missouri Citv. TX 77�89 SUR�TY: FCCI Insurance Company E aignature Jennifer Upion, Attorney-in-T'act Name and 7ifil� Address: 6300 Un�versity Parkway Sarasota, Florida 34240-8424 �`�µ11aiLi,t�rqyr ry�.. �3' ����� C'C71�����,y't � c� :' i, ''•,'� � � � . a�'�r,R�, i x a �U I �u�Jd ,: :� �-,, '•� . . ,� � , �i. a���ii�,,,,.•�, I��+Iili�nYiN��i Green 13rick Relai! Htrildrr�g A cfr B Project Nn: G3918. dfl 0 006219-6 � �� � Kaiily� ar ngo 1 Witness as to Surety 2 3 Telephone Number: (800) 226-3224 MAINTENANCE BOND Page 6 of 6 4 *Note: ff signed by an o�ficer of the 5urety Company, there must be on file a certified 5 extract from the by-�aws showing that this person has authority to sign such 6 obligation. If Surety's physical address is different from its mailing address, bath 7 must be provided. : 9 The date of the bond shall nat be prior to the date the Contract is awarded. �a CITY O� FORT WORTN STANDAR� CfTY CONDITIOiVS—DEVELOPERAWARD�D PRQlEC7S Revised January 31, 2012 Green I3rick 12eiail Building � cfc B Project No: G39I8.OA t�" i► F�CI��;��U,A���: GENERAL POW�R OF ATTORNEY Know all men by these preser�ts: That the FCCI Insurance Campany, a Corporafion arganized and existing under the laws of the 5fate of Florida (th� "Corporation"} does make, constifute and appoint: Allen Bale; Chris Brower; Dana Mickey; Dane Bubela; Daniel Cokenour; Ericka Hamman; Nikki Adams; Greg Wilkerson; Jason Nobles; Jennifer Upton; Margery I-lall; Parker Hamilton; 5amantha Kafo; Eyvaune Cantu; BaiLee Islas; Raul Barberena, Jr. �ach, its tr�ae and lawfui Attorney-In-Fact, to make, execute, seal and deliver, for and on its behalf as surety, and as iks act and deed in all bonds and undertakings provided that no bond or underfaking or coniract of suretyship executed under this authority shall exceed the sum of {not to exceed $3�,p0�,000.00): $30,000,000.00 This Power of Attorney is made and executed by authority of a Resolution adopted by the Board of �irecfors. Thak resalution also authorized any further action by the officers of the Company necessary ta effect such transaction. The signatures below and the seal of the Corporation may be affixed by facsimile, and any such facsimile signakures ar facsimile seal shall be binding upon fihe Corporation when so a#Fxed and in khe future with regard fo any bond, undertaking or contract Qf surety to which it is attached. ln witness whereof, the FCCI Insurance Company has causecf these presents to be signed by its duly au�horized afficers and its carporate Seal to be hereunto affixed, this 23rd day of July , 2020 . Attest: ��'�.., rJ`J_ (�U�/J�---. ;';��`'a�,Na;�'r°�A: ��••. Christina D. Welch, Presidenk �4`.� ° �',�:, ChrisfopherShoucair, FCCI Insurance Com an '��'1,�" •- �VP, CFO, Treasurer Secreta p Y „�,,� � rY '•��oRs�a�;'' FCCI Insurance Company 5kate of Florida County of Sarasota Befor� m� this day personally appeared Christina D. Welch, who is personally known to me and who executed the fQregoing documen# far the purposes expressed therein. My cornmissian expires: 2127l2027 State af Florida County of Sarasata ,�"",� �acrsNow ,r w ��n„r�tH92�5 �a�'� E�Y�Fqhrua727�2�'T �� � .r,l c�rv� � Notary Public Before me this day perspnally appeared Ch�istopher Shoucair, who is persanally known to me and who executed the foregoing document for the purpases expressed therein. My commissian expires: 2/27/2027 �"�'�"�; �� eomnr�awnr�s� ���` �L�aPeMuen27�2027 CEF�TIFICATE ��,��a� iVotary Public I, the undersigned Secretary of FCCI Insurance Company, a Florida Corporation, DO HEREBY CERTIF'Y that the foregoing Power of A�torney remains in full farce and has nof been revoked; and furthermore that the F�bruary 27, 2020 Resolution af the Baard of Directars, referenced in said Power of Attorney, is now in force. .,,,,,.�n,,,,,,,.,, ,,`y,;�navc�co 4 a�c \�'G��''Q�TF��'��y�3 . Ci •` �7�iAT ''Y. : ��`u" I.7.i.'ln.a' °'�� i S 140Q + kior�pTM,,��' .��...,..�,.,,, Christopher Shaucair, �VP, CFO, Treasurer, Secretary FCCI lnsurance Company Dated this ] 8th ciay of Au�ust , 2025 �i� 1-IONA-3592-NA-Oh, 7l2021 �mPo�-rAN-r n�oricE io obtain information or make a complaint: You may call FCCI Insurance Group's (FCCE)�" toll-free teiephone number for information or to make a complaint at 1-800-226-3224. You may also write to F'CCI Ins�arance Group Compliance Departrr�ent e-mail at StateComplaintsCa�fcci-arou�a.com. For Claims, you may writ� to FCCI Insurance Group Claim Department e-mail a# newclaim cnr.fcci�qrou�.com. You may contact the Texas Department of Insurance ka abtain infarmation on companies, coverages, rights or complaints at 1-800-252-3439. You may wr{fe the Texas Departmant of Insurance: PO Box 1491 fl4 Austin TX 78714-9104 Fax: 1-512-490-1007 Web: http:/lwww.tdi.texas.qov E-mail: ConsumerProtections aC�.tdi.#exas,ao� PREMIUM OR ClrAIM DISPUTES Should you have a dispute concerning your premium or about a claim y4u should contact FCCI first. If the dispute is not resalved, yau may car�tact the Texas bepartme�t of Insurance. ATTACH `�WIS N0710E TO YOUR �OND This notice is for information only and does not b�come a part or condition of the attached documents. *The FCCI Insurance Group ineludes the fa�lowing insurance carriers: Brierfield Insurance Company, FCCI Advantage Irosurance Company, FCCI Cammercial Insurance Company, FCCI Insurance Company, Monroe Guaranty Insurance Company, and National Trust Insurance Company. 1-BD-TX-2�690-NTP-07 16 Page 1 of 1 Copyright 2015 FCCI Insurance �roup. CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 – Definitions and Terminology .......................................................................................................... 1 1.01 Defined Terms ............................................................................................................................... 1 1.02 Terminology .................................................................................................................................. 5 Article 2 – Preliminary Matters ......................................................................................................................... 6 2.01 Before Starting Construction ........................................................................................................ 6 2.02 Preconstruction Conference .......................................................................................................... 6 2.03 Public Meeting .............................................................................................................................. 6 Article 3 – Contract Documents and Amending ............................................................................................... 6 3.01 Reference Standards ..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents .................................................................. 6 Article 4 – Bonds and Insurance ....................................................................................................................... 7 4.01 Licensed Sureties and Insurers ..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7 4.03 Certificates of Insurance ............................................................................................................... 7 4.04 Contractor’s Insurance .................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12 Article 5 – Contractor’s Responsibilities ........................................................................................................ 12 5.01 Supervision and Superintendent ................................................................................................. 12 5.02 Labor; Working Hours ................................................................................................................ 13 5.03 Services, Materials, and Equipment ........................................................................................... 13 5.04 Project Schedule .......................................................................................................................... 14 5.05 Substitutes and “Or-Equals” ....................................................................................................... 14 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16 5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16 5.08 Wage Rates.................................................................................................................................. 18 5.09 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 STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 7.01 Inspections, Tests, and Approvals .............................................................................................. 26 7.02 Limitations on City’s Responsibilities ....................................................................................... 26 7.03 Compliance with Safety Program ............................................................................................... 27 Article 8 – City’s Observation Status During Construction ........................................................................... 27 8.01 City’s Project Representative ..................................................................................................... 27 8.02 Authorized Variations in Work .................................................................................................. 27 8.03 Rejecting Defective Work .......................................................................................................... 27 8.04 Determinations for Work Performed .......................................................................................... 28 Article 9 – Changes in the Work ..................................................................................................................... 28 9.01 Authorized Changes in the Work ............................................................................................... 28 9.02 Notification to Surety .................................................................................................................. 28 Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28 10.01 Change of Contract Price ............................................................................................................ 28 10.02 Change of Contract Time............................................................................................................ 28 10.03 Delays .......................................................................................................................................... 28 Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29 11.01 Notice of Defects ........................................................................................................................ 29 11.02 Access to Work ........................................................................................................................... 29 11.03 Tests and Inspections .................................................................................................................. 29 11.04 Uncovering Work ....................................................................................................................... 30 11.05 City May Stop the Work ............................................................................................................. 30 11.06 Correction or Removal of Defective Work ................................................................................ 30 11.07 Correction Period ........................................................................................................................ 30 11.08 City May Correct Defective Work ............................................................................................. 31 Article 12 – Completion .................................................................................................................................. 32 12.01 Contractor’s Warranty of Title ................................................................................................... 32 12.02 Partial Utilization ........................................................................................................................ 32 12.03 Final Inspection ........................................................................................................................... 32 12.04 Final Acceptance ......................................................................................................................... 33 Article 13 – Suspension of Work .................................................................................................................... 33 13.01 City May Suspend Work ............................................................................................................ 33 Article 14 – Miscellaneous .............................................................................................................................. 34 14.01 Giving Notice .............................................................................................................................. 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.02 Computation of Times ................................................................................................................ 34 14.03 Cumulative Remedies ................................................................................................................. 34 14.04 Survival of Obligations ............................................................................................................... 35 14.05 Headings ...................................................................................................................................... 35 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A.Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1.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 it’s attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a.An Agreement 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 1.02 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. 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 2 – PRELIMINARY MATTERS 2.01 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. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 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 3.01 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. 3.02 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; 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 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. 4.03 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. 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 regards to asset value and stockholders' equity. In 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 4.04 Contractor’s Insurance A.Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’ Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers’ Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1.claims under workers’ compensation, disability benefits, and other similar employee benefit acts; 2.claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees. 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 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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- 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the 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 5.01 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 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 5.02 Labor; Working Hours A.Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B.Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City’s written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1.for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2.for Weekend Working Hours request must be made by noon of the preceding Thursday 3.for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A.Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B.All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 5.04 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. 5.05 Substitutes and “Or-Equals” A.Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1.“Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an “or-equal” item, in which case review and approval of the proposed item may, in City’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 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 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 5.06 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 5.07 Concerning Subcontractors, Suppliers, and Others A.Minority and Women Owned Business Enterprise Compliance: 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 x 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 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 x 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 5.09 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 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 7.01 Inspections, Tests, and Approvals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 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. 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 7.03 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 8.01 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. 8.02 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. 8.03 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. 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 8.04 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 9.01 Authorized Changes in the Work A.Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a 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. 9.02 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 10.01 Change of Contract Price A.The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A.The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 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. 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A.Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B.If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C.Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations 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. 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 11.04 Uncovering Work A.If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A.Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B.When correcting defective Work under the terms of this Paragraph 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. 11.07 Correction Period A.If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 11.08 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 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 12.01 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. 12.02 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. 12.03 Final Inspection A.Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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. 12.04 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 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 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 14.01 Giving Notice A.Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1.delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2.delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B.Business address changes must be promptly made in writing to the other party. C.Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. GEOTECHNICAL ENGINEERING STUDY Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd. Haslet, Texas Reported to: SDI Realty, Inc 1800 West Loop South, Suite 1850 Missouri City, Texas 77459 Prepared by: QC Laboratories, Inc. 10810 Northwest Freeway Houston, Texas 77092 (713) 695-1133 PROJECT NO.: 24G20948 December 2024 10810 Northwest Freeway ● Houston TX 77092 ● Tel: 713-695-1133 ● Fax: 713-695-0808 December 13, 2024 SDI Realty, Inc 1800 West Loop South, Suite 1850 Houston, Texas 77027 Attn: Mr. Peter T. Sisan - Director of Construction P: 713-892-5200 x 105 E: psisan@sdirealty.com Re: Geotechnical Engineering Study Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd. Haslet, Texas QCL Project No. 24G20948 Dear Mr. Sisan: We are pleased to submit our geotechnical engineering report for the above referenced project. This study was authorized by you on October 29, 2024, through signature of our “Agreement for Geotechnical and Geo-Environmental Services” and performed in general accordance with QCL Proposal No. 41105-REV1, dated October 29, 2024. We appreciate the opportunity to be of service to you on this phase of the project. If we may be of additional assistance, please call us. Sincerely, QC LABORATORIES, INC. (Texas Registered Engineering Firm F-3601) Nadun E. Wijeweera, P.E. Peng Sia Tang, P.E. Geotechnical / CMT Engineer Senior Geotechnical Engineer 12/13/2024 Copies Submitted: Addressee - (1) Electronic Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 i Table of Contents 1.0 INTRODUCTION ................................................................................................................... 1 1.1 Project Description ................................................................................................. 1 1.2 Scope of Services .................................................................................................... 1 2.0 INVESTIGATION TECHNIQUES ............................................................................................. 2 2.1 Field Exploration ..................................................................................................... 2 2.2 Laboratory Tests ..................................................................................................... 2 3.0 GENERAL SITE AND SUBSURFACE CONDITIONS ................................................................. 3 3.1 Site and Subsurface Conditions .............................................................................. 3 3.2 Water Level Measurements .................................................................................... 3 4.0 FINDINGS AND RECOMMENDATIONS ................................................................................ 4 4.1 Geotechnical Considerations .................................................................................. 4 4.1.1 Expansive Soils ............................................................................................ 4 4.2 Foundation Selection .............................................................................................. 4 4.2.1 Design of Individual Spread Footings .......................................................... 5 4.2.2 Construction of Individual Spread Footings ................................................ 6 4.3 Floor Slab and Recommended Building Pad Improvements .................................. 7 4.4 Measures to Improve Long Term Performance of Building ................................... 8 4.5 Site Preparation and Earthwork ............................................................................. 9 4.5.1 Wet Weather Construction Considerations ............................................. 10 4.6 Site Drainage ......................................................................................................... 11 4.7 Proposed Utility Lines Installation ........................................................................ 12 4.7.1 Utility Bedding and Backfill ....................................................................... 12 4.8 Open Excavation and Trenching ........................................................................... 12 4.8.1 Temporary Groundwater Control ............................................................. 13 4.9 Pavements ............................................................................................................. 14 Preventative Maintenance ................................................................................... 17 5.0 OBSERVATION DURING CONSTRUCTION .......................................................................... 17 5.1 Construction Materials Testing ............................................................................. 17 5.2 Liability Limitation ................................................................................................. 18 6.0 GENERAL COMMENTS ...................................................................................................... 18 Appendix Vicinity Map ........................................................................................................................... Plate 1 Plan of Borings ....................................................................................................................... Plate 2 Logs of Borings ................................................................................................... Plates 3 through 10 Key to Soil Symbols and Terms ............................................................................................ Plate 11 Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 1 1.0 INTRODUCTION 1.1 Project Description The project site is located at the northwest corner (NWC) of the intersection of Rancho Canyon Way and Sendera Ranch Boulevard in Haslet, Texas. A vicinity map of the project site is provided on Plate 1 in the Appendix of this report. The layout of the proposed improvements to this project site is shown on Plate 2 in the Appendix of this report. Based on the information provided, we understand this project consists of construction of the following improvements: Construction of two retail buildings, each with a footprint area of approximately 8,750 square feet. We assume that the proposed retail buildings will be wood or steel framed single-story constructions. For structural loading conditions, we anticipate a maximum column load on the order of about 50 to 1 50 kips, and a floor slab pressure no greater than 125 pounds per square foot. Construction of concrete parking lots and driveways to support the proposed facility. We anticipate that utility lines (water, storm and sanitary sewers) will be installed to serve the proposed facility. We assume that the flow line depths will range from about 4 to 12 feet below the existing grade. 1.2 Scope of Services Our scope of services included drilling and sampling soil borings, performing laboratory tests on selected soil samples, and providing a written report that presents the results of our engineering analyses and field and laboratory services. Our report provides recommendations with respect to: Site and sub grade preparation, excavation and fill placement. Discussion of onsite soils’ properties and groundwater conditions. Site and sub grade preparation, excavation and fill placement. Recommendations for foundation design and construction for the proposed building. Pavement design and construction guidelines. Recommendations for the installation of utility lines, including open cut and trenching safety, beading and backfill, and need for temporary groundwater control. Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 2 2.0 INVESTIGATION TECHNIQUES 2.1 Field Exploration The subsurface conditions at the site were assessed by drilling and sampling eight (8) soil borings to refusal depths of approximately 10 to 15 feet within the proposed building and pavement areas. The approximate boring locations are shown on Plate 2 in the Appendix of this report. The soil sampling intervals are shown on the boring logs. Soil samples were obtained continuously to a depth of about 10 feet, and at 5 feet intervals below that until the refusal depth of the borings. All borings have to terminate due to refusal due to the hard drilling. Soil samples were obtained using a split-spoon sampler by means of the Standard Penetration Test (SPT). The SPT test consists of measuring the number of blows required for a 140-pound hammer (falling 30 inches) to drive the split-spoon sampler 12 inches into the subsurface soils, after being seated 6 inches. For this project, a conventional hammer (cat head and rope) was used to perform the Standard Penetration Test. Each soil sample was removed (or extruded) from the sampler in the field, examined, and visually classified by an experienced technician. At the completion of drilling, the boreholes were backfilled with soil cuttings. Following completion of our field services, the samples were transported to our laboratory in Houston. Samples not consumed by testing will be retained in our laboratory for at least 30 days and then discarded unless the Client requests otherwise. 2.2 Laboratory Tests In the laboratory, each sample was examined and classified by an engineer, in accordance with the Unified Soil Classification System (ASTM D2487). Laboratory tests were performed on selected soil samples to evaluate the physical properties of the soils and determine applicable engineering characteristics necessary to make the foundation design and construction recommendations. The following laboratory tests were performed for this project: Moisture Content (ASTM D2216); Atterberg Limits (ASTM D4318 - Method B); and Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 3 Percent Finer than No. 200 Sieve (ASTM D 1140) Detailed soil descriptions and results of the tests are presented on the boring logs, Plates 3 through 10, in the Appendix of this report. 3.0 GENERAL SITE AND SUBSURFACE CONDITIONS 3.1 Site and Subsurface Conditions The project area is located east of the existing detention pond. At the time of our field exploration, as shown on Plate 2, the proposed area of the existing site is an open lot with bare grounds. Based on the approximate elevation information from Google Earth, the project site appears to slope from the north towards the south approximately 5 to 7 feet. The subsurface materials generally consisted of weathered limestone with varying amounts of limestone gravel with clay and sand to the refusal depth of borings approximately 10 to 15 feet. More detailed stratigraphic information is presented on the Logs of Borings on Plates 3 through 10 in the Appendix. The boring logs contain our field and laboratory test results, as well as our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, these boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are intended to group soils having similar engineering properties and characteristics. They should be considered approximate as the actual transition between soil types (strata) may be gradual. A key to the soil symbols and terms used on the boring logs is provided on Plate 11, in the Appendix of this report. 3.2 Water Level Measurements The borings for this study were drilled using dry-auger techniques to their termination depths (approximately 10 to 15 feet below the existing grade) in an effort to evaluate groundwater conditions at this site. Groundwater was not observed during or upon completion of drilling, at all the borings (B-1 through B-8). It should be noted, however, that fluctuations in groundwater levels may occur due to variations in rainfall, surface water run-off, and/or nearby construction activities. The actual depth of groundwater should be evaluated prior to construction. Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 4 4.0 FINDINGS AND RECOMMENDATIONS The findings and recommendations contained in this report were prepared based on conditions encountered in the boring locations, drilled at this site, our field and laboratory test results, our experience with geotechnical conditions similar to those at this site, and professional interpretation and evaluation of this data in view of the project information provided by the client. In the event that any changes in the nature, design, or location of the structures are made from those discussed herein, the findings and recommendations contained in this report shall not be considered valid until the changes are reviewed and the conclusions are verified in writing by QCL. 4.1 Geotechnical Considerations 4.1.1 Expansive Soils The near surface soils at this site exhibited a moderately moderate potential for shrink/swell behavior with changes in moisture content. These soils can subject ground-supported structures to moderate movement and distress. Potential vertical soil movements have been estimated using Method TEX-124-E in the Texas Department of Transportation (TxDOT) Manual of Testing Procedures, engineering judgment, and our experience. Based on TEX-124-E, we estimate that the subgrade soils at this site exhibit a potential vertical rise (PVR) in the range of about 1 to 1-½ inches. The above estimate ranges were based upon an assumed zone of seasonal moisture change varying between a “wet” condition and a “dry” condition. Movements greater than those predicted above could occur if the soils are exposed to extended wet or dry periods, positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface moisture migration from off-site locations. Section 4.3 provides the building pad subgrade improvements recommendations to: (i) reduce the PVR to a more acceptable value (generally considered to be one inch or less by most structural engineers and/or owners) for buildings; and, (ii) provide a stable and uniform and competent foundation pad that is resistant to saturation and erosion. 4.2 Foundation Selection As mentioned previously, weathered limestone consisting of limestone gravel with clay and sand were observed below existing grade (grade existing at the time of our field program) to the bottom of borings (B-1 through B-8) across the project site. Due to the presence of these soils, we Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 5 recommend that the buildings be supported on a foundation system consisting of shallow spread footings in conjunction with a conventional slab-on-grade system, over a stratum of engineered building pad (see Section 4.3). Our recommendations for the shallow depth strip and individual spread footing foundation system are provided in the sections below. 4.2.1 Design of Individual Spread Footings Parameter Recommendation Comment Bearing depth, feet 4 feet Excavate to 5 feet below the existing grade, level the surface and remove any loose material, and compact the foundation soils to maximum achievable density Bearing material Existing weathered limestone Net allowable bearing pressure, qall Dead load plus sustained live load Total Load 3,500 psf 5,250 psf Includes a factor of safety (F.S.) of 3 Includes a F.S. of 2 Estimated uplift pressure 1,000 psf (average value for 0’ to 4’) At soil-footing stem interface, due to post-construction heave of the clay soils Uplift resistance Foundation weight (150 pcf) and Soil weight (120 pcf) above the bell Resisted by the dead load and wiight of the footing plus the weight of a soil directly above the footing base Allowable Resisting Lateral Earth Pressure [500 + 50*(Z-3)] psf Note: Z is the depth below the below the ground surface Includes F.S. of 2 Sliding Resistance Use a frictional coefficient of 0.25 times the Sustained Dead Load to compute the resistance to lateral sliding at the base of the foundation Individual Footing Spacing At least twice the width of the larger of two individual footings Measured center-to-center Reinforcement for Potential Expansion > 1.0% or per the latest applicable foundation design code Should extend to the full depth of the footings Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 6 Settlement of the footings will occur due to elastic deformation and some consoli dation in the foundation soils. We anticipate that individual footings designed and constructed in accordance with the recommendations provided in this report will settle about one inch or less. The information provided in this paragraph applies to two adjacent footings connected to the same grade beam system only (in clay soils, and with no underlying weaker soils), if the footing group under consideration is more than two footings, it should be evaluated on a case-by-case basis. The minimum center-to-center spacing between adjacent footings should be at least three times the larger footing width to develop the full recommended bearing pressure. If the minimum center-to-center spacing cannot be maintained, the allowable bearing capacity values provided above should be reduced by 20 percent for a center-to-center spacing between 1½ to 2 of the larger footing width, and reduced by 15 percent when center-to-center spacing is between 2 and 3 of the larger footing width (center-to-center). A clearance of less than 1½ footing width, measured center-to-center, is not recommended. 4.2.2 Construction of Individual Spread Footings The strip and individual spread footings should be neatly excavated to the design dimensions and grade. Excavations should be accomplished with a smooth-mouth bucket. If a toothed bucket is used, excavation with this bucket should be stopped 6 inches above the footing depth and the excavation completed with a smooth- mouthed bucket or by hand labor. Once excavated to the design grade, the foundation soils should be compacted using a portable compactor to maximum field achievable density. Steel should be placed and the footing concreted the same day of excavation. Sides of the excavation may slough to some extent with time. Sloughed soils and other debris in the bottom of the excavation should be removed prior to steel placement. If for some reason the footings cannot be poured the same day of excavation, a thin seal slab (2 to 4 inches thick) consisting of lean concrete should be placed to protect the exposed foundation soils. Water Conditions: Seepage into individual spread footing excavations (recommended at 5 feet below existing grade) is not anticipated since water was not observed during drilling within the recommended bearing depth. However, if the groundwater level should rise above the base of the foundation excavation or if surface water runoff should enter the excavation, the water should be pumped out prior to concreting. Well points or sumps and pumps can be used for this Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 7 purpose at this site, as appropriate; care must be taken to monitor any loss of fines or ground during dewatering. Reinforcing Steel: Reinforcing steel should be clean and free of any bond-inhibiting coating or mud. Reinforcing steel should be properly positioned and supported to assure the design cover around the reinforcing steel is achieved. Construction Monitoring: Depth of footings to competent bearing soils is based on soil conditions encountered at the boring locations; however, significant variations can occur across horizontal distances across the borings. Prior to placement of concrete, the footings should be observed to determine that the footing bears in the proper bearing strata at the depth recommended in this report. The footing is constructed to the proper dimensions and steel reinforcements are placed as shown on the structural drawings. Excessive cutting, build up of cuttings, and any other soft compressible materials have been removed from the bottom of the excavations. An experienced QCL soil technician should be present during foundation installation to verify that the proper bearing stratum has been reached, the footing dimensions are excavated, and that the excavation is clean and dry before reinforcing and concrete placement. 4.3 Floor Slab and Recommended Building Pad Improvements As mentioned previously, the surface ground surface generally slopes from the north towards the south approximately 5 to 7 feet. Within each of the two proposed building area, the surface elevation differential is about 2 to 3 feet. Thus, up to about 2 to 3 feet of fill is anticipated to be placed within each of the two proposed buildings. The proposed building pad area should be cleared and stripped, excavated and/or filled, proof-rolled and compacted to the design building finished floor elevation (FFE), as recommended in Section 4.5 of this report. The estimated PVR movements of the onsite soils range from about 1 to 1- ½ inches. One of the most common methods to reduce the potential shrink-swell potential of the subgrade soils to an acceptable level would be to provide a pad of competent and non- expansive select fill beneath the proposed building slabs. To reduce the PVR of the subgrade soils to a magnitude of about one inch, and to provide a stable and uniform and competent foundation pad that is competent and non-active and resistant to moisture and erosion, we recommend that the top 24 inches of the Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 8 existing surface soils be removed and replaced with a minimum 24 inches of compacted select fill. Areas within the proposed building pad requiring more than 2 feet of select fill to achieve the proposed building finished floor elevation (FFE), the additional fill should consist of compacted select fill. The select fill building pad should extend a minimum distance of 5 feet horizontally beyond the exterior face of the structure and be sloped (no steeper than 3H:1V) to provide positive drainage away from the structures. Select fill should meet the requirements and be placed and compacted as recommended in Section 4.5 of this report. In addition, we recommend placement of flatwork/pavement adjacent to the buildings in order to reduce the likelihood of surface water migrating beneath the building. The design team should consider placing a minimum 5-foot wide concrete apron or walkway around all sides of the structure if pavement is not planned adjacent to the buildings. Free water from rain, sprinkler systems and/or leaking water faucets can contribute to moisture accumulation in the subgrade soils if positive drainage is not adequate at the project site. It should be noted that leaking utilities can also result in swelling soils. 4.4 Measures to Improve Long Term Performance of Building We recommend that the following additional features be included in the project design and specifications: (1) Maintain a positive slope away from the building. (2) Discharge roof downspouts into storm sewers. (3) Keep vegetation at least 10-feet from the slab. Keep trees at least a “drip line” distance from the building slab. (4) Seal utility trenches at foundation exits. (5) If no pavement is planned around the building, place flatwork or sidewalks (preferably at least 5 feet wide) around the building in order to reduce the likelihood of surface water migrating beneath the building. Pavement and sidewalk joints must all be maintained so that the joint material is pliable and helps shed water. Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 9 (6) Keep irrigation systems at least 5-feet away from the face of the building exterior. The addition of decorative drainage material or flower beds that are bordered in such a way as to obstruct the flow of water away from the slab should not be installed without a discussion with the Geotechnical Engineer and a full understanding by the owner/operator of the effects of such features. (7) If any accumulation of free water results in surface runoff, or sprinkler operation, or from leaking irrigation or piping, remediation measures should be taken immediately to prevent the moisture accumulation that can adversely impact the performance of the building slab and foundation system. (8) Implement a long term monitoring program whereby periodic inspection in and around the building to detect any conditions that will adversely affect the quality performance of the building, and implement timely maintenance and/or repair as necessary. 4.5 Site Preparation and Earthwork In general, initial site preparation should consist of stripping vegetation, topsoil and any other debris or unsuitable material. Once the construction site has been cleared, and grubbed and excavated to the design grades and elevations, and before placement of any foundation or embankment fill, or before paving subgrade stabilization, or after a period of inclement weather, the subgrade should be proof-rolled with a 20-ton pneumatic roller or equivalent equipment to detect soft or weak areas. Weak areas detected as well as fill areas containing organics should be removed and replaced with clean soils exhibiting similar classification, moisture content, and density as the adjacent in-situ soils. Wet/weak soils observed should be addressed as outlined in Section 4.5.1 of this report. Subsequent to proofrolling, the exposed subgrade within the construction areas should be evaluated for moisture and density. The subgrade should be within 3 percent of the optimum moisture content, and have an in-place dry density of at least 95 percent standard proctor (ASTM D 698). If the moisture or density does not meet the above criteria, the subgrade should be scarified and moisture-adjusted to within 3 percent of the optimum moisture con tent and compacted to at least 95 percent standard proctor (ASTM D 698). Select fill should be placed in structural and other designated areas Select fill should consist of clean lean clay and sandy lean clay soils with a Liquid Limit equals to or less than 45 and a Plasticity Index (PI) between 12 and 20, and containing between 60 and 85 percent fines passing a No. 200 sieve. Select fill should be placed in loose lifts not more than 8 inches in thickness and compacted Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 10 to a minimum of 95 percent standard proctor density (ASTM D 698) at moisture contents within 3 percent of the optimum moisture content. Clean onsite soils of similar properties, containing no particles or clod more than inches, and with grain-size distributions that allows for good compactability, can be used as fill in non-structural areas, including the pavement embankment areas. Samples of the subgrade, select fill, and stabilized materials should be obtained prior to the compaction operations for laboratory moisture/density testing (Proctor tests). The tests will then provide a basis for evaluating the in-place density requirements during compaction operations. A qualified soil technician should perform sufficient in-place density tests during the filling operations to verify that proper levels of compaction are being attained. 4.5.1 Wet Weather Construction Considerations During wet weather, the near surface soils may become wet and/or weak. This may result in difficult ground conditions for construction traffic and pumping action may occur during compaction, thus affecting the overall construction schedule and associated costs. Such weather and ground conditions will require special care. Our experience suggests that local contractors find these materials troublesome and can often be the source of change orders, construction delays, and budget over runs. We recommend that the project team (including the Contractor) should have a contingency plan in-place to mitigate the adverse effects of the above-mentioned conditions, should the grounds become wet/weak during construction. The following recommendations are typical measures to mitigate the site access and workability problems that will occur during wet season. Under more extreme site conditions, a combination of these mitigative measures may have to be carried out. Promote good site drainage as discussed in Section 4.6 to dry the site and the surface soils. Good site drainage is of prime importance for a site to pass the proofrolling criteria and to provide a firm and stable platform to support the construction activities and traffic. Soft/loose soils that are too wet should be scarified to sufficient depth to dry the soils to a moisture content that allows for successful compaction, and recompacted to pass proofrolling and the subsequent compaction. Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 11 Alternatively, soft/weak/wet soils may be removed and replaced with clean similar onsite soils at moisture contents that can be successfully compacted to pass the proofrolling and the subsequent compaction. Alternatively, chemical treatment of the onsite soils with lime can be carried out to aid in drying and stability/compaction of the subgrade soils and to provide a working surface. If such conditions are encountered, QCL should be contacted to evaluate the actual site conditions in order to provide the necessary recommendations. 4.6 Site Drainage A good site drainage is essential for ensuring a successful and expeditious site preparation and earthwork program that includes the clearing/grubbing, proofrolling and compaction of the subgrade and foundation soils. At the onset of the construction, in conjunction with the site clearing and preparation, a site with saturated surface soils and shallow depth groundwater or perched water (possibly after significant rainfall) should be mitigated with the following measures: Surface ditches should be excavated (as necessary) and the ground surface to should be graded to provide positive surface drainage and lower the near surface water to at least 2 feet below the excavation bottom. For sites with permanent groundwater or perched water table located close to the finished ground surface, permanent drains should be installed to collect and drain and lower the groundwater level to an elevation that does not negatively impact the proper functions of the constructed structures. In structural areas such as under buildings, sandy surface soils should be protected with a layer of select fill that is more resistant to saturation and erosion. Surface water should be directed away from the building foundations by using a minimum slope of 5% within 10 feet of foundations. No ponding of surface water should be allowed near the structure. Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 12 4.7 Proposed Utility Lines Installation We understand that water lines and storm sewers will be installed to serve this facility. We assumed that the flow line dept will be up to about 4 to 12 feet below the existing grade. Based on the subsurface information gathered from the borings drilled at this site, the proposed utility lines installation will be carried out within Clayey Gravel and Gravelly Lean Clay soils. Groundwater was not encountered within the proposed flow line depths during and at completion of drilling. 4.7.1 Utility Bedding and Backfill The bedding and backfill for the proposed water, storm and sanitary sewer lines should be in accordance with the applicable requirements of City of Haslett, Texas Construction Standards Sheet Number E-1 “Embedment Details”, or other approved standards for bedding and backfill. The excavations should be inspected to detect any variation in soil conditions from that found in our borings. Any changes noted in the soil stratigraphy should be brought to the attention of QCL so they can then be assessed and changes to the required bedding details can be made. 4.8 Open Excavation and Trenching For this project, open excavations with side slopes or braced vertical cut excavations may be carried out within the anticipated mostly weathered limestone consisting of Clayey Gravel (GC) soils. Some of the below grade structures such as manholes may also be installed using the “caisson” method whereby a constructed structure is sunk by excavating and soil removal from the interior, if feasible. Excavations must be performed under the supervision of a contractor designated Competent Person. The Competent Person, as defined by OSHA (29 CFR, Standard Number 1926.650 (b), Subpart P), “must be capable of identifying existing and predictable hazards in the surroundings, or working conditions which are unsanitary, hazardous, or dangerous to employees, and who has authorization to take prompt corrective measures to eliminate them.” The excavation should be performed in a manner to reduce or limit the amount of over- excavation in order to avoid loss of ground and subsequent surface settlement around the underground structure. The excavations should be inspected to detect any variations in soil conditions from those found in our soil borings. Any changes noted in the soil stratigraphy should Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 13 be brought to the attention of QCL so they can then be assessed and changes to the required bedding details can be made. 4.8.1 Temporary Groundwater Control As mentioned previously, free water was not observed during and at completion of drilling of any of the borings drilled at this site. Thus, the construction excavations will likely not encounter groundwater. However, perched water conditions may occur after heavy rain falls. Seepage rate in competent and uniform clayey soils and other uniform soil materials can be low, and can be handled with sumps and pumps positioned at the bottom of a n excavation. Groundwater in gravelly and sandy soils may be lowered and controlled using wellpointing or educator wells. Generally, wellpointing is most effective up to a depth of about 15 feet below the top of the wellpoint. For dewatering deeper than 15 feet, multi-stage wellpoints or deep well with submersible pump or educator may be carried out. The suggested methods suggested above are intended to serve as a general guideline for groundwater control; other appropriate means may be required for groundwater control during construction. Control of groundwater should be accomplished in a manner that will preserve the strength of the soils, will not cause instability of the excavation, and will not result in damage to existing structures. Where necessary, the water should be lowered in advance of excavation by well points, deep wells, educators, or similar methods. Open pumping should not be permitted if it results in boils, loss of fines, softening of the subgrade, or excavation instability. Well points should be installed with suitable screen and filter so that pumping of fines does not occur. The dewatering system should be in operation for at least several days prior to excavating to the design depth. It is recommended that the groundwater head be lo wered at least 3 feet below the bottom of the excavation to provide a working area with increased stability. It is also important that the dewatering continue until the construction has been completed and that the dewatering system be turned off in stages to allow groundwater to recover to its original level gradually, preferably over a period of about 3 to 5 days. The groundwater level should be evaluated just prior to construction by excavating pits or installing piezometers to the planned excavation de pths. Based on those results, the contractor should determine positive methods of groundwater management prior to starting excavation operations. Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 14 4.9 Pavements As mentioned previously, the surface ground surface generally slopes from the north towards the south approximately 5 to 7 feet. We anticipate that the proposed parking lots and driveways will generally follow the topography of the existing site. The proposed building pad area should be cleared and stripped, excavated and/or filled, proof- rolled and compacted to the design pavement subgrade level, as recommended in Section 4.5 of this report. Any fill material needed to achieve the design grades of the proposed paving areas should consist of clean onsite soils with similar properties. We anticipate that the area surrounding the proposed building will be used as parking and driveways. We anticipate the paving subgrade soils at this site will consist of predominantly low to moderately high plasticity weathered limestone consisting of Clayey Gravel (GC) and Gravelly Lean Clay (CL) soils. These pavement subgrade soils will require chemical stabilization to allow for long-term pavement performance. Chemical stabilization will increase the supporting value of the subgrade and decrease the effect of moisture on subgrade soils. We recommend that the top 8 inches of the finished subgrade soils directly beneath the pavement be chemically stabilized. The proposed pavement areas should be cleared and stripped, excavated and/or filled, proof- rolled and compacted to the design pavement subgrade level, as recommended in Section 4.5 of this report. The top 8 inches of these pavement subgrade soils should be chemically stabilized with 6 percent lime on weight basis, in accordance with TxDOT 2014 Standard Specifications Item 260. For estimating purposes, this is typically equivalent to about 42 pounds of lime, per square yard of 8‐inch treated depth. The optimum percentage of lime should be determined after sampling the rough-graded site and running laboratory tests. We recommend that the lime be applied in slurry form, and the moisture content of the soil-lime mixture should be adjusted to about 4 percent above optimum. The soil-lime mixture should be thoroughly pulverized and mixed, and the soil-lime mixture should be should be allowed to mellow and cure for no less than 72 hours. Sprinkle the surface of the mixture during the mellowing and curing period to ensure that the mixture does not dry up, adequate moisture is necessary for the lime to react with the clay fines as well as any potential sulfates within the soils. At the end of the mellowing and curing, the soil-lime mixture should again be thoroughly pulverized and mixed, and compacted to a minimum of 95 percent of the Standard Proctor (ASTM D 698) at a moisture content between optimum and 3 percent of optimum. Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 15 Traffic information was not available for the design of the pavements at this site. The assumptions utilized in our pavement thickness analysis are summarized in the table below. If the actual traffic conditions are different from that assumed, the client should contact QCL so that we can revise and provide appropriate recommendations. Traffic Assumptions Parking Lots Light traffic - Few vehicles heavier than cars and pickups. Only very occasional use by heavily loaded trucks. (Up to 6 EAL) Moderate Duty Driveways and Aprons Up to 50 loaded 2-axles box trucks and up to 10 loaded trucks with 3-axles, daily (Up to 30 EAL) Medium Duty Driveways and Aprons Up to 100 loaded 2-axles box trucks and up to 20 loaded trucks with 3-axles, daily (Up to 115 EAL) Moderately Heavy Duty Driveways and Aprons for Typical Facility Up to 100 loaded 2-axles box trucks and up to 50 loaded trucks with 3-axles, daily (Up to 235 ESAL) EAL = Equivalent daily 18-kip single-axle load. Outlined in the table below are the various pavement thicknesses for the rigid pavement planned at this site based on the traffic assumptions above. Rigid Pavement Component Parking Lots Moderate-Duty Pavements Medium-Duty Pavements Moderately Heavy Duty Pavements Reinforced Concrete 5” 6” 7” 8” Stabilized Subgrade 8” 8” 8” 8” *Dumpster pads should consist of a minimum of 7 inches of reinforced concrete. It is estimated that the service life for a properly constructed and maintained pavement will be on the order of about 20 years. Related civil design factors such as subgrade drainage, shoulder support, cross-sectional configurations, and surface elevations must be included in the Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 16 preparation of the construction drawings/specifications. These pavements will require normal periodic maintenance. Outlined below are the material requirements for the concrete paving layers. (1) Concrete: The materials and properties of concrete shall meet the applicable requirements in the ACI Manual of Concrete Practice. The concrete shall have a minimum compressive strength of 3,500 psi. (2) Reinforcing Steel: Pavement Thickness (inches) Bar Size Bar Spacing (On-center and in both directions) 5 #3 18 6 #3 12 7 #4 18 8 #4 16 (3) Control (Contraction) Joint Spacing: Pavement Thickness (inches) Maximum Spacing (feet) 5 12½ 6 15 7 15 8 15 (4) Expansion Joint Spacing: Regularly spaced expansion joints may be deleted from concrete pavements per ACI. However, expansion or isolation joints should be provided where the pavements abut existing structures or for other design considerations. The installation of expansion/isolation joints should be decided by the pavement design team. (5) Dowels at Expansion Joints: Pavement Thickness (inches) Diameter (inches) Length (inches) Embedment (inches) 5 5/8 12 5 6 3/4 14 6 7 7/8 14 6 8 1 14 6 Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 17 Pavement Thickness (inches) Diameter (inches) Length (inches) Embedment (inches) Note: Dowels should be spaced on 12-inch centers. Preventative Maintenance The long-term performance of the pavement will be dependent upon maintaining a uniform subgrade moisture level and providing proper preventative maintenance. We recommend that the following items be implemented to help promote long-term pavement performance: The subgrade and pavement surface should be designed to effectively remove water away from the pavement. Generally, a grade of 2 percent is adequate to accomplish this. Water must not be allowed to pond or collect near the pavement. The surrounding site/subgrade areas, if feasible, should be graded to direct runoff away from the pavement. These areas will likely need to be re-graded from time to time. Cracks that form within the pavement must be sealed immediately. 5.0 OBSERVATION DURING CONSTRUCTION The recommendations contained in this report are based on the subsurface soils and groundwater data gathered from the field exploration and laboratory testing. Due to the geological deposition of the soils in the area, variances may occur between boring locations. Therefore, construction excavations and earthwork should be observed under the supervision of a QCL geotechnical engineer or experienced technician to confirm that the bearing soils are similar to those observed during our field exploration and that the footing areas have been properly prepared. The QCL geotechnical engineer should be immediately notified should any subsoil conditions be uncovered that would alter the findings and recommendations contained in this report. Further investigation and supplemental recommendations may be required if such a condition is encountered. 5.1 Construction Materials Testing The recommendations provided in this geotechnical report were based on the assumption that QCL would be employed to monitor the installation of the building foundations and pavements and other structures to provide Construction Material Testing (CMT) services during construction Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd., Haslet, Texas QCL Project No. 24G20948 18 of this project. It may be occasionally required that QCL provide addendums to the original geotechnical recommendations based on the CMT observations or CMT test results which uncover site conditions that were not known when the original geotechnical report was issued. New or changed project design or site information, which is not properly communicated to the Geotechnical Engineer of Record in a timely manner, may result in a building foundations and other structures that do not perform as originally intended. 5.2 Liability Limitation QC Laboratories, Inc. cannot assume responsibility or liability for recommendations provided in this report if the construction phase inspection and testing recommended in this report are performed by another party. 6.0 GENERAL COMMENTS The information provided in this report is based on data obtained from the borings drilled at this site and project information provided to us. Regardless of the thoroughness of a Geotechnical exploration, there is always a possibility that conditions away from the borings will be different from those at the specific boring locations. The nature and extent of such variations may not become evident unless further exploration is performed or until during or after construction. If conditions vary, we should be immediately notified so that further evaluation and supplemental information can be provided. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering practices. No warranties (either express or implied) are intended or made. APPENDIX VICINITY MAP Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd. Haslet, Texas QCL PROJECT NO. 24G20948 Plate 1 SITE PLAN OF BORINGS Proposed Two Retail Buildings, Parking, and Driveways NWC of Rancho Canyon Way & Sendera Ranch Blvd. Haslet, Texas QCL PROJECT NO. 24G20948 Plate 2 5 10 21 15 32 36 46 22 15 12 13 14 14 15 17 15 CLAYEY GRAVEL w/ SAND (GC) loose to medium dense, tan and gray CLAYEY GRAVEL (GC) dense, tan and gray Boring Terminated at 10 feet 24 20 19 17 38 35 36 32 51 67 32SYMBOL24G20948 DATE DRILLED: 11-12-24 DEPTH, feet0 5 10 15 20 25 30 PROJECT: QCL NO.:DRY UNIT WEIGHT (pcf)SPT N-VALUE (bpf)PERCENT PASSINGNO. 200 SIEVEProposed Two Retail Buildings, Parking, and Driveways Rancho Canyon Way & Sendera Ranch Blvd. Haslet, Texas Cat Head and RopeNATURAL MOISTURECONTENT (%)SPT HAMMER:PLASTIC LIMITSTRAIN AT FAILURE (%)CONFININGPRESSURE (psi)LOG OF BORING NO. B-1 DESCRIPTION UNCONFINEDCOMPRESSION (tsf)SAMPLESPLASTICITY INDEXELEVATION, feetSheet 1 of 1 DRILLING METHOD: SURFACE ELEVATION: Existing Grade ATTERBERG LIMITS (%)LIQUID LIMITDry augered to refusal.HANDPENETROMETER (tsf)WATER OBSERVATIONS: No free water observed during dry drilling Plate 3PERCENT PASSINGNO. 4 SIEVE 7 8 19 18 31 39 46 18 20 12 15 13 13 21 18 15 CLAYEY GRAVEL w/ SAND (GC) loose to medium dense, tan and gray CLAYEY GRAVEL (GC) dense, tan and gray Boring Terminated at 10 feet 19 20 18 40 38 33 54 67 24SYMBOL24G20948 DATE DRILLED: 11-12-24 DEPTH, feet0 5 10 15 20 25 30 PROJECT: QCL NO.:DRY UNIT WEIGHT (pcf)SPT N-VALUE (bpf)PERCENT PASSINGNO. 200 SIEVEProposed Two Retail Buildings, Parking, and Driveways Rancho Canyon Way & Sendera Ranch Blvd. Haslet, Texas Cat Head and RopeNATURAL MOISTURECONTENT (%)SPT HAMMER:PLASTIC LIMITSTRAIN AT FAILURE (%)CONFININGPRESSURE (psi)LOG OF BORING NO. B-2 DESCRIPTION UNCONFINEDCOMPRESSION (tsf)SAMPLESPLASTICITY INDEXELEVATION, feetSheet 1 of 1 DRILLING METHOD: SURFACE ELEVATION: Existing Grade ATTERBERG LIMITS (%)LIQUID LIMITDry augered to refusal.HANDPENETROMETER (tsf)WATER OBSERVATIONS: No free water observed during dry drilling Plate 4PERCENT PASSINGNO. 4 SIEVE 8 7 16 29 32 50 59 27 21 9 23 13 13 12 13 11 25 14 14 14 GRAVELLY LEAN CLAY (CL) w/ SAND stiff, tan and gray CLAYEY GRAVEL (GC) loose to dense, tan and gray POORLY GRADED GRAVEL w/ CLAY (GP-GC) very dense, tan and gray Boring Terminated at 15 feet 27 23 18 20 52 37 32 34 73 39 27 12SYMBOL24G20948 DATE DRILLED: 11-12-24 DEPTH, feet0 5 10 15 20 25 30 PROJECT: QCL NO.:DRY UNIT WEIGHT (pcf)SPT N-VALUE (bpf)PERCENT PASSINGNO. 200 SIEVEProposed Two Retail Buildings, Parking, and Driveways Rancho Canyon Way & Sendera Ranch Blvd. Haslet, Texas Cat Head and RopeNATURAL MOISTURECONTENT (%)SPT HAMMER:PLASTIC LIMITSTRAIN AT FAILURE (%)CONFININGPRESSURE (psi)LOG OF BORING NO. B-3 DESCRIPTION UNCONFINEDCOMPRESSION (tsf)SAMPLESPLASTICITY INDEXELEVATION, feetSheet 1 of 1 DRILLING METHOD: SURFACE ELEVATION: Existing Grade ATTERBERG LIMITS (%)LIQUID LIMITDry augered to refusal.HANDPENETROMETER (tsf)WATER OBSERVATIONS: No free water observed during dry drilling Plate 5PERCENT PASSINGNO. 4 SIEVE 10 18 17 22 50 46 19 30 18 7 13 13 16 16 17 CLAYEY GRAVEL (GC) medium dense, tan and gray CLAYEY GRAVEL w/ SAND (GC) medium dense to very dense, tan and gray Boring Terminated at 10 feet 23 21 18 39 37 35 65 28 48SYMBOL24G20948 DATE DRILLED: 11-12-24 DEPTH, feet0 5 10 15 20 25 30 PROJECT: QCL NO.:DRY UNIT WEIGHT (pcf)SPT N-VALUE (bpf)PERCENT PASSINGNO. 200 SIEVEProposed Two Retail Buildings, Parking, and Driveways Rancho Canyon Way & Sendera Ranch Blvd. Haslet, Texas Cat Head and RopeNATURAL MOISTURECONTENT (%)SPT HAMMER:PLASTIC LIMITSTRAIN AT FAILURE (%)CONFININGPRESSURE (psi)LOG OF BORING NO. B-4 DESCRIPTION UNCONFINEDCOMPRESSION (tsf)SAMPLESPLASTICITY INDEXELEVATION, feetSheet 1 of 1 DRILLING METHOD: SURFACE ELEVATION: Existing Grade ATTERBERG LIMITS (%)LIQUID LIMITDry augered to refusal.HANDPENETROMETER (tsf)WATER OBSERVATIONS: No free water observed during dry drilling Plate 6PERCENT PASSINGNO. 4 SIEVE 12 6 23 32 50 49 42 29 17 18 13 15 10 14 11 19 19 16 16 CLAYEY GRAVEL w/ SAND (GC) loose to medium dense, tan and gray CLAYEY GRAVEL (GC) dense to very dense, tan and gray Boring Terminated at 15 feet 24 20 19 18 43 39 35 34 68 64 38 23SYMBOL24G20948 DATE DRILLED: 11-12-24 DEPTH, feet0 5 10 15 20 25 30 PROJECT: QCL NO.:DRY UNIT WEIGHT (pcf)SPT N-VALUE (bpf)PERCENT PASSINGNO. 200 SIEVEProposed Two Retail Buildings, Parking, and Driveways Rancho Canyon Way & Sendera Ranch Blvd. Haslet, Texas Cat Head and RopeNATURAL MOISTURECONTENT (%)SPT HAMMER:PLASTIC LIMITSTRAIN AT FAILURE (%)CONFININGPRESSURE (psi)LOG OF BORING NO. B-5 DESCRIPTION UNCONFINEDCOMPRESSION (tsf)SAMPLESPLASTICITY INDEXELEVATION, feetSheet 1 of 1 DRILLING METHOD: SURFACE ELEVATION: Existing Grade ATTERBERG LIMITS (%)LIQUID LIMITDry augered to refusal.HANDPENETROMETER (tsf)WATER OBSERVATIONS: No free water observed during dry drilling Plate 7PERCENT PASSINGNO. 4 SIEVE 12 15 20 23 35 50 39 28 29 8 18 10 14 12 14 12 19 15 16 16 16 CLAYEY GRAVEL w/ SAND (GC) medium dense, tan and gray CLAYEY GRAVEL (GC) medium dense to dense, tan and gray POORLY GRADED GRAVEL w/ CLAY (GP-GC) very dense, tan and gray Boring Terminated at 15 feet 21 21 20 18 20 40 36 36 34 36 57 42 38 11SYMBOL24G20948 DATE DRILLED: 11-12-24 DEPTH, feet0 5 10 15 20 25 30 PROJECT: QCL NO.:DRY UNIT WEIGHT (pcf)SPT N-VALUE (bpf)PERCENT PASSINGNO. 200 SIEVEProposed Two Retail Buildings, Parking, and Driveways Rancho Canyon Way & Sendera Ranch Blvd. Haslet, Texas Cat Head and RopeNATURAL MOISTURECONTENT (%)SPT HAMMER:PLASTIC LIMITSTRAIN AT FAILURE (%)CONFININGPRESSURE (psi)LOG OF BORING NO. B-6 DESCRIPTION UNCONFINEDCOMPRESSION (tsf)SAMPLESPLASTICITY INDEXELEVATION, feetSheet 1 of 1 DRILLING METHOD: SURFACE ELEVATION: Existing Grade ATTERBERG LIMITS (%)LIQUID LIMITDry augered to refusal.HANDPENETROMETER (tsf)WATER OBSERVATIONS: No free water observed during dry drilling Plate 8PERCENT PASSINGNO. 4 SIEVE 12 11 24 24 32 50 39 41 21 8 17 12 15 12 12 18 15 15 CLAYEY GRAVEL w/ SAND (GC) medium dense, tan and gray CLAYEY GRAVEL (GC) medium dense to dense, tan and gray POORLY GRADED GRAVEL w/ CLAY (GP-GC) very dense, tan and gray Boring Terminated at 12 feet 21 19 16 39 34 31 56 59 36 11SYMBOL24G20948 DATE DRILLED: 11-12-24 DEPTH, feet0 5 10 15 20 25 30 PROJECT: QCL NO.:DRY UNIT WEIGHT (pcf)SPT N-VALUE (bpf)PERCENT PASSINGNO. 200 SIEVEProposed Two Retail Buildings, Parking, and Driveways Rancho Canyon Way & Sendera Ranch Blvd. Haslet, Texas Cat Head and RopeNATURAL MOISTURECONTENT (%)SPT HAMMER:PLASTIC LIMITSTRAIN AT FAILURE (%)CONFININGPRESSURE (psi)LOG OF BORING NO. B-7 DESCRIPTION UNCONFINEDCOMPRESSION (tsf)SAMPLESPLASTICITY INDEXELEVATION, feetSheet 1 of 1 DRILLING METHOD: SURFACE ELEVATION: Existing Grade ATTERBERG LIMITS (%)LIQUID LIMITDry augered to refusal.HANDPENETROMETER (tsf)WATER OBSERVATIONS: No free water observed during dry drilling Plate 9PERCENT PASSINGNO. 4 SIEVE 14 16 19 32 50 42 27 27 20 17 14 14 10 17 15 15 16 CLAYEY GRAVEL w/ SAND (GC) medium dense, tan and gray CLAYEY GRAVEL (GC) medium dense to very dense, tan and gray Boring Terminated at 10 feet 21 23 22 19 38 38 37 35 61 38 41 26SYMBOL24G20948 DATE DRILLED: 11-12-24 DEPTH, feet0 5 10 15 20 25 30 PROJECT: QCL NO.:DRY UNIT WEIGHT (pcf)SPT N-VALUE (bpf)PERCENT PASSINGNO. 200 SIEVEProposed Two Retail Buildings, Parking, and Driveways Rancho Canyon Way & Sendera Ranch Blvd. Haslet, Texas Cat Head and RopeNATURAL MOISTURECONTENT (%)SPT HAMMER:PLASTIC LIMITSTRAIN AT FAILURE (%)CONFININGPRESSURE (psi)LOG OF BORING NO. B-8 DESCRIPTION UNCONFINEDCOMPRESSION (tsf)SAMPLESPLASTICITY INDEXELEVATION, feetSheet 1 of 1 DRILLING METHOD: SURFACE ELEVATION: Existing Grade ATTERBERG LIMITS (%)LIQUID LIMITDry augered to refusal.HANDPENETROMETER (tsf)WATER OBSERVATIONS: No free water observed during dry drilling Plate 10PERCENT PASSINGNO. 4 SIEVE Soil classification is based on the Unified Soil Classification System (as presented in ASTM D2487). Coarse-grained soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Coarse-grained soils are described on the basis of their in-place RELATIVE DENSITY. Fine-grained soils have less than 50% of their dry weight retained on a #200 sieve; they are described as clays if they plot above the "A" line and silts if the plot below the "A" line; they are further described as low or high plasticity, depending upon their liquid limit (below or above 50).Clays are defined on the basis of their CONSISTENCY.Silts are defined on the basis of their in-place RELATIVE DENSITY. COMPRESSIVE STRENGTH (TSF) CONSISTENCY BLOWS/FOOT* VERY SOFT SOFT FIRM STIFF VERY STIFF HARD VERY LOOSE LOOSE MEDIUM DENSE DENSE VERY DENSE SANDS AND FINES >12% FINES LEAN CLAY & LEAN CLAY w/SAND SANDY LEAN CLAYS INORGANIC CLEAN SANDS <5% FINES PLASTICITY INDEX (PI)LIQUID LIMIT (LL) TERM Equation of "U" Line Vertical at LL=16 to PI=7, then PI=0.9 (LL-8) FOR CLASSIFICATION OF FINE-GRAINED SOILS AND FINE-GRAINED FRACTION OF COARSE-GRAINED SOILS Equation of "A" Line Horizontal at PI=4 to LL=25.5, then PI=0.73 (LL-20) PLASTICITY INDEX PLASTICITY DESCRIPTION WOH - 2 2 - 4 4 - 8 8 - 15 15 - 30 OVER 30 NUMBER OF BLOWS OF 140 LB HAMMER FALLING 30 INCHES TO DRIVE A 2 INCH O.D. (1-3/8 INCH I.D.) SPLIT-BARREL SAMPLER THE LAST 12 INCHES OF AN 18-INCH DRIVE (ASTM-1586 STANDARD PEN. TEST). WOH = WEIGHT OF HAMMER * * GRAVELS WITH FINES >12% FINES PRIMARILY ORGANIC MATTER, DARK IN COLOR, AND ORGANIC ODOR CLEAN GRAVELS <5% FINES KEY TO SOIL SYMBOLS AND TERMS 0 - 3 4 - 9 10 - 29 30 - 50 OVER 50 SOIL CLASSIFICATIONPLASTICITY CHART SANDS RELATIVE DENSITY N-VALUE (BLOWS/FOOT*) 0 - 0.25 0.25 - 0.50 0.50 - 1.0 1.0 - 2.0 2.0 - 4.0 OVER 4.0 Cu 6 AND 1 Cc 3 Cu < 6 AND/OR 1 > Cc > 3 OTHER MATERIAL SYMBOLS Standard Penetration Test PT SILTS AND CLAYS LIQUID LIMIT>50 INORGANIC GW GP GM GC SW SP SM SC CL CL-ML ML MH FAT CLAY & FAT CLAY w/SAND RELATIVE DENSITY OF COARSE-GRAINED SOILS CONSISTENCY OF FINE-GRAINED SOILS PEATCOARSE-GRAINED SOILS>50% RETAINED ONNO. 200 SIEVEHIGHLY ORGANIC SOILS SAMPLE TYPES 0 10 20 30 40 50 60 70 80 90 100 1100 10 20 30 40 50 60 70 80 Asphalt Base Material Concrete Fill (Man Made) UNIFIED SOIL CLASSIFICATION (ASTM D-2487) SILTS AND CLAYS LIQUID LIMIT<50 >50% OF COARSE FRACTION PASSES ON NO 4. SIEVE FINE-GRAINED SOILS>50% PASSESNO. 200 SIEVESOIL GROUP NAMES & LEGENDGROUP SYMBOLCRITERIA FOR ASSIGNING SOIL GROUP NAMESMATERIAL TYPES FINES CLASSIFY AS ML OR MH FINES CLASSIFY AS CL OR CH GRAVELS >50% OF COARSE FRACTION RETAINED ON NO 4. SIEVE Plate 11 16 4 7 PI PLOTS "A" LINE NONE SLIGHT MEDIUM HIGH VERY HIGH 0 - 4 5 - 10 11 - 20 21 - 40 OVER 40 WELL-GRADED GRAVEL POORLY-GRADED GRAVEL SILTY GRAVEL CLAYEY GRAVEL WELL-GRADED SAND POORLY-GRADED SAND & POORLY-GRADED SAND w/SILT SILTY SAND CLAYEY SAND SILTY CLAY & SILTY CLAY w/SAND SANDY SILTY CLAY SILT & SILT w/SAND SANDY SILT SANDY FAT CLAY ELASTIC SILT FINES CLASSIFY AS ML OR MH FINES CLASSIFY AS CL OR CH PI > 7 AND PLOTS "A" LINE 4 < PI < 7 AND PLOTS > "A" LINE PI < 4 AND PLOTS < "A" LINE PI PLOTS < "A" LINE CH ML OLOR Cu 4 AND 1 Cc 3 Cu< 4 AND/OR 1 > Cc > 3 OR ORCL OL MH OH OR CL-ML "A" LI N E"U" LINECH OH !!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!! Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec Concrete Class A (Sidewalk, ADA Ramps, Driveways, Curb/Gutter, Median Pavement) 9/9/2022 32 13 20 Mix Design American Concrete Company 30CAF029 3000 psi 3-5" Slump; 3-6% Air 4/3/2025 32 13 20 Mix Design Big Town Concrete 2211 3000 psi 3-5" Slump; 3-6% Air 7/16/2025 32 13 20 Mix Design Big Town Concrete 22113 With 30% Slag 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Burnco Texas 30U101AG 3000 psi 3-5" Slump; 3-6% Air 4/1/2024 32 13 20 Mix Design Burnco Texas 30U500BG 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Carder Concrete FWCC502001 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Carder Concrete FWCC502021 3500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Chisholm Trail Redi Mix C13020AE 3000 psi 3-5" Slump; 4.5-7.5% Air 4/28/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design City Concrete Company 30HA20II 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Cow Town Redi Mix 253-W 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Cow Town Redi Mix 250 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Cow Town Redi Mix 350 3000 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 20 Mix Design Estrada Ready Mix R3050AEWR 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Amrize/ Holcim 1261 3000 psi 3-5" Slump; 3-6% Air 9/23/2024 32 13 20 Mix Design Amrize/ Holcim 5177 3000 psi 3-5" Slump; 3-6% Air 5/8/2025 32 13 20 Mix Design Amrize/ Holcim 530WA-T1 3000 psi 3-5" Slump; 3-6% Air 4/7/2023 32 13 20 Mix Design Liquid Stone C301D 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Martin Marietta R2136214 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Martin Marietta R2136014 3000 psi 3-5" Slump; 3-6% Air 4/1/2023 32 13 20 Mix Design Martin Marietta R2136N14 3000 psi 3-5" Slump; 3-6% Air 6/1/2023 32 13 20 Mix Design Martin Marietta R2136R20 3000 psi 3-5" Slump; 3-6% Air 6/1/2023 32 13 20 Mix Design Martin Marietta R2136N20 3000 psi 3-5" Slump; 3-6% Air 11/2/2022 32 13 20 Mix Design Martin Marietta R2141K24 4000 psi 3-5" Slump; 3-6% Air 4/7/2023 32 13 20 Mix Design Martin Marietta R2136K14 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Martin Marietta R2131314 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Martin Marietta R2132214 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Martin Marietta D9490SC 3000 psi 3-5" Slump; 4.5-7.5% Air 5/9/2025 32 13 20 Mix Design Martin Marietta R2136R14 3000 psi 3-5" Slump; 3-6% Air 10/4/2023 32 13 20 Mix Design NBR Ready Mix CLS A-YY 3000 psi 3-5" Slump; 3-6% Air 10/4/2023 32 13 20 Mix Design NBR Ready Mix CLS A-NY 3000 psi 3-5" Slump; 3-6% Air 7/10/2023 32 13 20 Mix Design Osburn 30A50MR 3000 psi 3-5" Slump; 3-6% Air 1/18/2023 32 13 20 Mix Design Rapid Redi Mix RRM5020A 3000 psi 3-5" Slump; 3-6% Air 1/24/2023 32 13 20 Mix Design Rapid Redi Mix RRM5525A 3600 psi 3-5" Slump; 3-6% Air 12/22/2025 32 13 20 Mix Design Rapid Redi Mix 3250AL With 50% Slag 3000 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 20 Mix Design SRM Concrete 30850 With 20% Fly Ash 3000 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 20 Mix Design SRM Concrete 30350 3000 psi 3-5" Slump; 3-6% Air 10/18/2024 32 13 20 Mix Design SRM Concrete 30050 With 20% Fly Ash 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Tarrant Concrete FW5025A 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Tarrant Concrete CP5020A 3000 psi 3-5" Slump; 3-6% Air 10/10/2022 32 13 20 Mix Design Tarrant Concrete TCFW5020A 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Tarrant Concrete FW5525A2 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design Titan Ready Mix 3020AE 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design True Grit Redi Mix 0250.230 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 20 Mix Design True Grit Redi Mix 0250.2301 3000 psi 3-5" Slump; 3-6% Air 11/17/2025 32 13 20 Mix Design True Grit Redi Mix 450.230 With 30% Slag 3000 psi 3-5" Slump; 3-6% Air Class CIP (Inlets, Manholes, Junction Boxes, Encasement, Blocking, Collars, (Spread Footing Pedestal Pole Foundations —Reference Detail 34 41 10-D605A)) 9/9/2022 32 13 13 Mix Design American Concrete Company 40CNF065 4000 psi 3-5" Slump; 0-3% Air 9/9/2022 32 13 13 Mix Design Burnco Texas 40U500BG 4000 psi 3-5" Slump; 3-6% Air 8/21/2025 33 13 13 Mix Design Burnco Texas 36U500BG 1" 20% MRWR AIR (Lighting and Signal Footing Foundation)3600 psi 3-5" Slump; 3-6% Air 4/28/2025 34 13 13 Mix Design Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air 4/28/2025 35 13 13 Mix Design Chisholm Trail Redi Mix CTFW5520A 3600 psi 3-5" Slump; 3-6% Air 4/28/2025 36 13 13 Mix Design Chisholm Trail Redi Mix CTFW6020A 4000 psi 3-5" Slump; 3-6% Air 8/4/2025 37 13 13 Mix Design Chisholm Trail Redi Mix CTFW5020A 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 255-2 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 355 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 255 3500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 270 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 353 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 257 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 357 3600 psi 3-5" Slump; 3-6% Air 5/7/2025 32 13 13 Mix Design Cow Town Redi Mix 265-42 4200 psi 3-5" Slump; 3-6% Air 2/7/2025 32 13 13 Mix Design Amrize/ Holcim 1701 4000 psi 3-5" Slump; 3-6% Air 2/7/2025 32 13 13 Mix Design Amrize/ Holcim 1551 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Amrize/ Holcim 5409 4000 psi 3-5" Slump; 3-6% Air 8/14/2025 32 13 13 Mix Design Amrize/ Holcim 540WA-T1 With 20% Fly Ash and 30% Slag 4000 psi 3-5" Slump; 3-6% Air 4/27/2023 32 13 13 Mix Design Liquid Stone C361DNFA 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2141230 4000 psi 3-5" Slump; 3-6% Air 8/4/2023 32 13 13 Mix Design Martin Marietta R2141R24 4000 psi 3-5" Slump; 3-6% Air 11/20/2023 32 13 13 Mix Design Martin Marietta R2146R33 4000 psi 3-5" Slump; 3-6% Air 11/20/2023 32 13 13 Mix Design Martin Marietta R2146K33 4000 psi 3-5" Slump; 3-6% Air CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/31/2025 Page 1 of 6 !!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!! Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/31/2025 9/9/2022 32 13 13 Mix Design Martin Marietta R2142233 3600 psi 3-5" Slump; 4.5-7.5% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2136224 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2141233 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146038 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design Martin Marietta R2146K34 4000 psi 3-5" Slump; 3-6% Air 5/5/2025 32 13 13 Mix Design Martin Marietta R2146R35 4000 psi 3-5" Slump; 3-6% Air 5/5/2025 33 13 13 Mix Design Martin Marietta R2146K35 4000 psi 3-5" Slump; 3-6% Air 5/5/2025 33 13 13 Mix Design Martin Marietta R2146N33 4000 psi 3-5" Slump; 3-6% Air 9/12/2023 32 13 13 Mix Design NBR Ready Mix CLS P1-YY 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design NBR Ready Mix TX C-YY 3000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design NBR Ready Mix TX C-NY 3000 psi 3-5" Slump; 3-6% Air 1/18/2023 32 13 13 Mix Design Rapid Redi Mix RRM5320A 3000 psi 3-5" Slump; 3-6% Air 1/18/2023 32 13 13 Mix Design Rapid Redi Mix RRM6020ASS 4000 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 40350 4000 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 40850 4000 psi 3-5" Slump; 3-6% Air 9/16/2024 32 13 13 Mix Design SRM Concrete 35050 3500 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 13 Mix Design SRM Concrete 36850 3600 psi 3-5" Slump; 3-6% Air 11/24/2025 03 30 00 Mix Design SRM Concrete 45852 4500 psi 3-5" Slump; 4.5-7.5% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW5320A 3000 psi 3-5" Slump; 3-6% Air 10/10/2022 32 13 13 Mix Design Tarrant Concrete TCFW6025A2 4000 psi 3-5" Slump; 3-6% Air Class C (Drilled Shaft for Traffic Signal Pole Foundations Reference Detail 31 41 10-D605) 8/21/2025 32 13 13 Mix Design Burnco Texas 40U502BG 1" 20% HRWR AIR 3600 psi 6-8" Slump; 3-6% Air 6/21/2023 32 13 13 Mix Design Cow Town Redi Mix 360-DS 3600 psi 5.5-7.5" Slump; 3-6% Air 10/30/2024 32 13 13 Mix Design Estrada Ready Mix R36575AEWR 3600 psi 5.5-7.5" Slump; 3-6% Air 9/11/2025 32 13 13 Mix Design Gonzalez Brothers P6020LA 3600 psi 5.5-7.5" Slump; 3-6% Air 12/5/2022 32 13 13 Mix Design Amrize/ Holcim 1822 3600 psi 5.5-7.5" Slump; 0-3% Air 9/9/2022 32 13 13 Mix Design Amrize/ Holcim 1859 4000 psi 5.5-7.5" Slump; 3-6% Air 4/7/2023 32 13 13 Mix Design Liquid Stone C361DHR 3600 psi 5.5-7.5" Slump; 3-6% Air 6/27/2023 32 13 13 Mix Design Martin Marietta U2146N41 3600 psi 5-7" Slump; 3-6% Air 6/27/2023 32 13 13 Mix Design Martin Marietta U2146K45 3600 psi 5-7" Slump; 3-6% Air 5/9/2025 32 13 13 Mix Design Martin Marietta U2146R41 3600 psi 5-7" Slump; 3-6% Air 8/22/2024 32 13 13 Mix Design NBR Ready Mix 135K2524 3600 psi 5.5" Slump; 3-6% Air 8/22/2024 32 13 13 Mix Design NBR Ready Mix 135K0524 3600 psi 5.5" Slump; 3-6% Air Class C (Headwalls, Wing walls, Culverts) 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602001 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design City Concrete Company 40LA2011 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-2 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360-1 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-1 3600 psi 3-5" Slump; 3-6% Air 8/11/2025 32 13 13 Mix Design Cow Town Redi Mix 275 With 20% Fly Ash 5000 psi 4-6" Slump: 3-6% Air 8/11/2025 32 13 13 Mix Design Cow Town Redi Mix 375 5000 psi 4-6" Slump: 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R3655AEWR 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design GCH Concrete Services GCH4000 4000 psi 3-5" Slump; 3-6% Air 4/1/2023 32 13 13 Mix Design Martin Marietta 310LBP 3600 psi 3-5" Slump; 4-7% Air 8/30/2023 32 13 13 Mix Design Martin Marietta R2141R30 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146035 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design SRM Concrete 40050 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design SRM Concrete 35022 With 20% Fly Ash 3600 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020A2 4000 psi 3-5" Slump; 3-6% Air Class P (Machine Placed Paving) 4/3/2025 32 13 13 Mix Design Big Town Concrete 4511 3600 psi 1-3" Slump; 3-6% Air 4/3/2025 32 13 13 Mix Design Big Town Concrete 4411 3600 psi 1-3" Slump; 3-6% Air 6/30/2025 32 13 13 Mix Design Big Town Concrete 5211 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air 6/30/2025 30 13 13 Mix Design Big Town Concrete 52113 With 30% Slag 4000 psi 1-3" Slump; 3-6% Air 6/30/2025 30 13 13 Mix Design Big Town Concrete 5311 4000 psi 1-3" Slump; 3-6% Air 9/30/2025 30 13 13 Mix Design Burnco Texas 40U553BG 1" 20% MRWR AIR 4000 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC552091 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602091 4000 psi 1-3" Slump; 3-6% Air 11/6/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CT5520AMP With 20% Fly Ash 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design City Concrete Company 36LA2011 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi 1-3" Slump; 3-6% Air 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260-M 4000 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi 1-3" Slump; 3-6% Air 2/6/2024 32 13 13 Mix Design Estrada Ready Mix TD3655AEWR 3600 psi 1-3" Slump; 3-6% Air 5/12/2025 32 13 13 Mix Design Amrize/ Holcim 1703 4000 psi 1-3" Slump; 3-6% Air 10/3/2025 32 13 13 Mix Design Amrize/ Holcim 5405 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air 8/4/2023 32 13 13 Mix Design Martin Marietta Q2141R27 4000 psi 1-3" Slump; 3-6% Air 11/2/2022 32 13 13 Mix Design Martin Marietta Q2141K30 4000 psi 1-3" Slump; 3-6% Air …CIP Concrete (Continues) Page 2 of 6 !!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!! Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/31/2025 …Class P Concrete (Continues) 5/5/2025 32 13 13 Mix Design Martin Marietta Q2141N27 4000 psi 1-3" Slump; 3-6% Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY 3600 psi 1-3" Slump; 3-6% Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-NY 3600 psi 1-3" Slump; 3-6% Air 12/22/2025 32 13 13 Mix Design Rapid Redi Mix 4050AL With 50% Slag 4000 psi 1-3" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 40068 4000 psi 1-3" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 40825 4000 psi 1-3" Slump; 3-6% Air 9/16/2024 32 13 13 Mix Design SRM Concrete 40025 With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air 10/18/2024 32 13 13 Mix Design SRM Concrete 35023 3600 psi 1-3" Slump; 3-6% Air 6/5/2025 32 13 13 Mix Design SRM Concrete 40324 4000 psi 1-3" Slump; 3-6% Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4000MP 20%With 20% Fly Ash 4000 psi 1-3" Slump; 3-6% Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4000MP Straight Cement 4000 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW5520AMP 3600 psi 1-3" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0255.2301 3600 psi 1-3" Slump; 3.5-6.5% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0260.2302 4000 psi 1-3" Slump; 3.5-6.5% Air 6/17/2025 32 13 13 Mix Design True Grit Redi Mix 460.230M 4000 psi 1-3" Slump; 3-6% Air 6/23/2025 32 13 13 Mix Design True Grit Redi Mix 360.230M 4000 psi 1-3" Slump; 3-6% Air Class H (Hand Placed Paving, Valley Gutter) 9/9/2022 32 13 13 Mix Design American Concrete Company 45CAF076 4500 psi 3-5" Slump; 3-6% Air 5/2/2023 32 13 13 Mix Design Big D Concrete CM14520AE 4500 psi 3-5" Slump; 3-6% Air 4/3/2025 32 13 13 Mix Design Big Town Concrete 6211 4500 psi 3-5" Slump; 3-6% Air 4/3/2025 32 13 13 Mix Design Big Town Concrete 6311 4500 psi 3-5" Slump; 3-6% Air 4/5/2025 32 13 13 Mix Design Big Town Concrete 6017 4500 psi 3-5" Slump; 3-6% Air 7/16/2025 32 13 13 Mix Design Big Town Concrete 62113 With 30% Slag 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Burnco Texas 45U500BG 4500 psi 3-5" Slump; 3-6% Air 9/30/2025 33 13 13 Mix Design Burnco Texas 45U100AG 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Carder Concrete FWCC602021 4500 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CTFW6520A 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design City Concrete Company 45NA20II 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 265 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 365 4500 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R4560AEWR/4500 psi 3-5" Slump; 4-6% Air 9/9/2022 32 13 13 Mix Design GCH Concrete Services GCH4500 4500 psi 3-5" Slump; 3-6% Air 10/4/2024 32 13 13 Mix Design Amrize/ Holcim 5507 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Amrize/ Holcim 1851 4500 psi 3-5" Slump; 3-6% Air 5/8/2025 32 13 13 Mix Design Amrize/ Hocim 545WA-T1 4500 psi 3-5" Slump; 3-6% Air 4/5/2025 32 13 13 Mix Design Liquid Stone C451D 4500 psi 3-5" Slump; 3-6% Air 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 4500 psi 3-5" Slump; 3-6% Air 8/4/2023 32 13 13 Mix Design Martin Marietta R2146R36 4500 psi 3-5" Slump; 3-6% Air 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N36 4500 psi 3-5" Slump; 3-6% Air 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37 4500 psi 3-5" Slump; 3-6% Air 12/22/2023 32 13 13 Mix Design Martin Marietta R2146R44 4500 psi 3-5" Slump; 3-6% Air 12/22/2023 32 13 13 Mix Design Martin Marietta R2146K44 4500 psi 3-5" Slump; 3-6% Air 11/15/2022 32 13 13 Mix Design Martin Marietta R2146P36 4500 psi 3-5" Slump; 3-6% Air 11/15/2022 32 13 13 Mix Design Martin Marietta R2146K36 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2147241 4500 psi 3-5" Slump; 4.5-7.5% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146236 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146036 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146242 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Martin Marietta R2146042 4500 psi 3-5" Slump; 3-6% Air 6/3/2025 32 13 13 Mix Design Martin Marietta R2146K43 4500 psi 3-5" Slump; 3-6% Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY 4500 psi 3-5" Slump; 3-6% Air 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY 4500 psi 3-5" Slump; 3-6% Air 7/10/2023 32 13 13 Mix Design Osburn 45A60MR 4500 psi 3-5" Slump; 3-6% Air 1/24/2023 32 13 13 Mix Design Rapid Redi Mix RRM6320AHP 4500 psi 3-5" Slump; 3-6% Air 12/22/2025 32 13 13 Mix Design Rapid Redi Mix 4550AL With 50% Slag 4500 psi 3-5" Slump; 3-6% Air 2/7/2025 32 13 13 Mix Design SRM Concrete 45023 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design SRM Concrete 45000 4500 psi 3-5" Slump; 3-6% Air 5/23/2025 32 13 13 Mix Design SRM Concrete 45300 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 45350 4500 psi 3-5" Slump; 3-6% Air 10/24/2024 32 13 13 Mix Design SRM Concrete 45850 With 20% Fly Ash 4500 psi 3-5" Slump; 3-6% Air 10/18/2024 32 13 13 Mix Design SRM Concrete 45050 4500 psi 3-5" Slump; 3-6% Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4500HP 20%With 20% Fly Ash 4500 psi 3-5" Slump; 3-6% Air 7/21/2025 32 13 13 Mix Design SINACOLA 24011-4500HP Straight Cement 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6020AHP 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW60AHP 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete TCFW6020AHP 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Titan Ready Mix TRC4520 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0260.2301 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 0265.2301 4500 psi 3-5" Slump; 3.5-6.5% Air 9/9/2022 32 13 13 Mix Design True Grit Redi Mix 270.230 4500 psi 3-5" Slump; 3-6% Air 6/12/2025 32 13 13 Mix Design True Grit Redi Mix 465.230H With 30% Slag 4500 psi 3-5" Slump: 3-6% Air 6/23/2025 32 13 13 Mix Design True Grit Redi Mix 365.230H 4500 psi 3-5" Slump: 3-6% Air 10/9/2024 32 13 13 Mix Design Wildcatter 4520AI 4500 psi 3-5" Slump; 3-6% Air Page 3 of 6 !!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!! Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/31/2025 Class HES (High Early Strength Paving) 9/9/2022 32 13 13 Mix Design Big D Concrete 14500AE 4500 psi 3-5" Slump; 3%< Air 12/10/2025 32 13 13 Mix Design Burnco Texas 70U100AG 1 day average psi >4000 psi 7000 psi 3-5" Slump; 3-6% Air 11/18/2025 32 13 13 Mix Design Chisholm Trail Redi Mix CTTX70AHES 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370-1NC 4500 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 375-NC 5000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 370-NC 4500 psi 3-5" Slump; 3-6% Air 1/18/2023 32 13 13 Mix Design Cow Town Redi Mix 380-NC 4500 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix 4575AESC 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Amrize/ Holcim 2125 5000 psi 3-5" Slump; 3-6% Air 1/24/2023 32 13 13 Mix Design Liquid Stone C451DHR-A 4500 psi 3-5" Slump; 3-6% Air 4/7/2023 32 13 13 Mix Design Martin Marietta R2161K70 6000 psi / 3000 psi @ 24hr.3-5" Slump; 3-6% Air 2/10/2023 32 13 13 Mix Design SRM Concrete 50310 5000 psi 3-5" Slump; 3-6% Air 2/7/2025 32 13 13 Mix Design SRM Concrete 40326 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW6520AMR 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Tarrant Concrete FW7520AMR 4500 psi / 3000 psi @ 3 days 3-5" Slump; 3-6% Air Class S (Bridge Slabs, Top Slabs of Direct Traffic Culverts, Approach Slabs) 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 260 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 360 4000 psi 3-5" Slump; 3-6% Air 9/9/2022 32 13 13 Mix Design Cow Town Redi Mix 365-STX 4000 psi 3-5" Slump; 3-6% Air 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R4060AEWR 4000 psi 4-6" Slump; 3-6% Air 5/3/2023 32 13 13 Mix Design Martin Marietta M7842344 4000 psi 3-5" Slump; 4.5-7.5% Air 4/1/2023 32 13 13 Mix Design Martin Marietta R2146P33 4000 psi 3-5" Slump; 3-6% Air 8/18/2025 32 13 13 Mix Design Martin Marietta 610LBT 4000 psi 3-5" Slump; 3-6% Air 4/15/2024 32 13 13 Mix Design NBR Ready Mix TX S-NY 4000 psi 3-5" Slump; 3-6% Air 4/15/2024 32 13 13 Mix Design NBR Ready Mix TX S-YY 4000 psi 3-5" Slump; 3-6% Air 4/5/2025 32 13 13 Mix Design SRM Concrete 40850 With 20% Fly Ash 4000 psi 3-5" Slump; 3-6% Air 4/5/2025 32 13 13 Mix Design SRM Concrete 40350 4000 psi 3-5" Slump; 3-6% Air 5/5/2023 32 13 13 Mix Design SRM Concrete D100008553CB 4000 psi 3-5" Slump; 3-6% Air Concrete Base Trench Repair 4/1/2023 03 34 16 Mix Design Burnco Texas 10YH50BF 1000 psi Flowable; 8.5-11.5% Air 9/9/2022 03 34 16 Mix Design Burnco Texas 08Y450BA 800 psi 5-7" Slump; 3-6% Air 12/19/2025 03 34 16 Mix Design Cow Town Redi Mix 330-S8 750 psi 5.5-8.5" Slump; 5-15% 9/30/2025 03 34 16 Mix Design Martin Marietta YN81O001 750 psi 8-12" Slump; 5-10% Air 12/26/2025 03 34 16 Mix Design SRM Concrete 915 750 psi Flowable; 3-6% Air Controlled Low Strength Material (Flowable Fill) 2/7/2025 03 34 13 Mix Design Burnco Texas 01Y690BF 100 psi Flowable; 9.5-11.5% Air 5/19/2025 03 34 13 Mix Design Burnco Texas 01Z180AF 100 psi Flowable; 9.5-11.5% Air 11/18/2025 03 34 13 Mix Design Burnco Texas 01Z401BF SAND 25% MRWR 17% AIR FLOW FILL 100 psi Flowable; 17+/-1.5% air 9/9/2022 03 34 13 Mix Design Carder Concrete FWCC359101 50-150 psi 3-5" Slump; 8-12% Air 9/9/2022 03 34 13 Mix Design Carder Concrete FWFF237501 50-150 psi Flowable; 8.5-11.5% Air 8/4/2025 03 34 13 Mix Design Chisholm Trail Redi Mix CT150FF 50-150 psi Flowable; 7-9.0% Air 12/26/2025 03 34 13 Mix Design Chisholm Trail Redi Mix CTFWCLSM 100-150 psi 5-7" slump; 8.5-11.5% Air 9/9/2022 03 34 13 Mix Design City Concrete Company 11-350-FF 50-150 psi Flowable; 8-12% Air 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9 70 psi 7-9" Slump; 8-11% Air 9/9/2025 03 34 13 Mix Design Cow Town Redi Mix 10 Min 50 psi Min 9" Slump; 10-20% Air 5/12/2025 03 34 13 Mix Design Amrize/ Holcim 3741 100 psi Flowable; 12.0-24.0% Air 8/4/2025 03 34 13 Mix Design Amrize/ Holcim 901 100 psi 9-11" Slump; 10-30% Air 8/14/2025 03 34 13 Mix Design Amrize/ Holcim 904 150 psi 9-11" Slump; 10-30% Air 9/11/2025 03 34 13 Mix Design Martin Marietta FLOW25A 150 psi 8"-12" Slump; 10% Air 10/4/2023 03 34 13 Mix Design NBR Ready Mix FTW FLOW FILL 150 psi 7-10" Slump; 8-12% Air 2/7/2025 03 34 13 Mix Design SRM Concrete 910 150 psi Flowable; 8-12% Air 12/26/2025 03 34 13 Mix Design SRM Concrete 900 100 psi Flowable; 10-30% Air 9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF150CLSM 50-150 psi Flowable; 8-12% Air Concrete Rip Rap 4/1/2023 31 37 00 Mix Design Martin Marietta R2141030 4000 psi 3-5" Slump; 3-6% Air 4/1/2023 31 37 00 Mix Design Martin Marietta R2146033 4000 psi 3-5" Slump; 3-6% Air Cement- Stabilized Sand (CSS) 11/21/2025 33 05 10 Mix Design Burnco Texas 04Z500BA SAND 20% MRWR 17% AIR FLOW FILL 250 psi Flowable; 15.5-18.5% Air Asphalt Paving 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5B117965 FT5B117965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B139965 FT1B139965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Austin Asphalt FT1B117.2 FT1B117.2 PG64-22 Type B Fine Base 5/1/2024 32 12 16 Mix Design Reynolds Asphalt 340-DG-B P 340-DG-B PG64-22 Type B Base Course 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1112B 1112B PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1612B 1612B PG64-22 Type B Fine Base 4/4/2025 32 12 16 Mix Design Reynolds Asphalt 2315B 2315B PG64-22 Type B Fine Base 12/5/2022 33 12 16 Mix Design Sunmount Paving 3076BV6422 3076BV6422 PG62-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Sunmount Paving 341-BRAP6422ERG 341-BRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 37-211305-20 37-211305-20 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 44-211305-17 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 211305 (1757)211305 (1757) PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG 64-224125-18 PG70-22 Type D Fine Surface 4/1/2024 32 12 16 Mix Design TXBIT 344 MAC-SP-D 70-22XR 344 MAC-SP-D 70-22XR SAC A-R Type D Fine Surface 2600 @24 hrs and/or 3000 @72hrs;4500@28 days Page 4 of 6 !!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!! Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/31/2025 Detectable Warning Surface 9/9/2022 32 13 20 DWS - Pavers Pine Hall Brick (Winston Salem, NC)Tactile Pavers 9/9/2022 32 13 20 DWS - Pavers Western Brick Co. (Houston, TX)Detectable Warning Pavers 9/9/2022 32 13 20 DWS - Composite Armor Tile 9/9/2022 32 13 20 DWS - Composite ADA Solutions (Wilmington, MA)Heritage Brick CIP Composite Paver 4/7/2023 32 13 20 DWS - Pavers ADA Solutions (Wilmington, MA)Detectable Warning Pavers 10/16/2025 32 13 20 DWS - Pavers EQUALTILE EqualTile Brick Pattern Wet-Set Replaceable 10/16/2025 32 13 20 DWS - Pavers EQUALTILE EqualTile Cast-In-Place Replaceable Silicone Joint Sealant 9/9/2022 32 13 73 Joint Sealant Dow 890SL 890SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 13 73 Joint Sealant Tremco 900SL 900SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 13 73 Joint Sealant Pecora 300SL 300SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 13 73 Joint Sealant Crafco RoadSaver Silicone RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utility Trench Embedment Sand 9/9/2022 33 05 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 MHRC #220605 (Size - **24" Dia.)ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 NF-1274-T91 (Size - 32" Dia.)ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Frames and CoversNeenah Foundry NF-1743-LM (Hinged)NF-1743-LM (Hinged) (Size - 32" Dia.)ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 NF-1930-30 (Size - 32.25" Dia.)ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Frames and CoversNeenah Foundry R-1743-HV R-1743-HV (Size - 32" Dia.)ASTM A48 AASHTO M306 4/3/2019 33 05 13 Manhole Frames and CoversSIP Industries ++2279ST 2279ST (Size - 24" Dia.)ASTM A48 AASHTO M306 4/3/2019 33 05 13 Manhole Frames and CoversSIP Industries ++2280ST 2280ST (Size - 32" Dia.)ASTM A48 AASHTO M306 10/8/2020 33 05 13 Manhole Frames and CoversEJ ( Formally East Jordan Iron Works)EJ1033 Z2/A EJ1033 Z2/A (Size - 32.25" Dia.)ASTM A536 AASHTO M306 3/8/2024 33 05 13 Curb Inlet Covers SIP Industries ++2296T 2296T (Size - ***24" Dia.)ASTM A48 AASHTO M306 6/18/2024 33 05 13 Curb Inlet Covers SIP Industries ++2279STN 2279STN (Size - 24" Dia.)ASTM A48 AASHTO M306 Storm Sewer - Inlet & Structures 33-05-13 10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x3-405-PRECAST** (Size - 10' X 3')ASTM C913 10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x3-406-PRECAST** (Size - 10' X 3')ASTM C913 10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x4.5-407-PRECAST** (Size - 10' X 4.5')ASTM C913 10/8/2020 33 49 20 Curb Inlets Fonterra FRT-10x4.5-420-PRECAST** (Size - 10' X 4.5')ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-4X4-409-PRECAST-TOP (Size - 4' X 4')ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-4X4-409-PRECAST-BASE (Size - 4' X 4')ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-5X5-410-PRECAST-TOP (Size - 5' X 5')ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-5X5-410-PRECAST-BASE (Size - 5' X 5')ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-6X6-411-PRECAST-TOP (Size - 6' X 6')ASTM C913 10/8/2020 33 39 20 Manhole Fonterra FRT-6X6-411-PRECAST-BASE (Size - 6' X 6')ASTM C913 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET** (Size - 10' X 3')ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET** (Size - 15' X 3')ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X 7')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP (Size - 4' X 4')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE (Size - 4' X 4')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 4')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP (Size - 5' X 5')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE (Size - 5' X 5')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER (Size - 5' X 5')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP (Size - 6' X 6')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE (Size - 6' X 6')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER (Size - 6' X 6')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP (Size - 7' X 7')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE (Size - 7' X 7')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER (Size - 7' X 7')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP (Size - 8' X 8')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE (Size - 8' X 8')ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER (Size - 8' X 8')ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET (Size - 4' X 4')ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET (Size - 5' X 5')ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET (Size - 6' X 6')ASTM 615 8/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Stacked Manhole (Size - 4' X 4')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - 4' X 4')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - 5' X 5')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base (Size - 8' X 8')ASTM C478 8/28/2023 33 49 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base (Size - 5' X 8')ASTM C478 8/28/2023 33 49 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Footing Manhole (Size - 4' X 4')ASTM C433 **Note: All new development and new installation manhole 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. Page 5 of 6 !!!!!!!! Attention: Mix Designs do not supersede CFW Specifications !!!!!!!!!! Approval Spec No.Classification Manufacturer Mix ID Mix Description Design Strength @ 28 days Design Rquirements National Spec CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 12/31/2025 8/28/2023 33 39 20 Curb Inlet 10 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 15 'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16 8/28/2023 33 39 20 Curb Inlet 20' x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT)ASTM C913-16 1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (4' X 4')ASTM C913 1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inlet (5' X 5')ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 4'x4' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 5'x5' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 5' Precast Transition MH (4' MH on the top of 5' JB)ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 6'x6' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 6' Precast Transition MH (4' MH on the top of 6' JB)ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 8'x8' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 8' Precast Transition MH (4' MH on the top of 8' JB)ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Type C Storm Drain Manhole on Box (4' MH on the top of RCB)ASTM C913 7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 10x3 Precast** (Size 10' x 3')ASTM C913 7/16/2024 33 49 20 Curb Inlets AmeriTex Pipe &Products 15x3 Precast** (Size 15' x 3')ASTM C913 Storm Sewer - Pipes & Boxes 33-05-13 4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS)ADS HP Storm Polypropylene (PP) Pipe (Size - 12" - 60")ASTM F2881 & AASHTO M330 8/28/2023 33 41 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger)ASTM C76, C655 8/28/2023 33 41 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various)ASTM C789, C850 10/12/2023 33 41 10 Storm Drain Pipes AmeriTex Pipe &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)ASTM C76, C506 10/12/2023 34 41 10 Culvert Box AmeriTex Pipe &Products Reinforced Concrete Box Culvert (size - Various))ASTM C1433,C1577 10/18/2023 35 41 10 Storm Drain Pipes The Turner Co.Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger)ASTM C76, C506 10/18/2023 33 41 10 Culvert Box The Turner Co.Reinforced Concrete Box Culvert (size - Various)ASTM C1433,C1577 4/12/2024 33 41 10 Storm Drain Pipes Thompson Pipe Group Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various)ASTM C76, C506 6/25/2024 33 41 10 Culvert Box Oldcastle Reinforced Concrete Box Culvert ASTM C1433,C1577 6/25/2024 33 41 10 Storm Drain Pipes Oldcastle Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size Various)ASTM C76, C506 (4-5-2025) 03 34 13 CLSM specification (11-26-2025) Removed Gilco-site batch plant ….Storm Sewer - Inlet & Structures Continues (1-29-2025) Removed Argos, Ingram, Redi-Mix, Charley's (4-3-2025) Bigtown Concrete updated Mix ID's **Note: Pre-cast inlets are approved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to be cast in-place. No exceptions to this requirement shall be allowed. Revision Comments Page 6 of 6 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non-traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-R8FS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia. 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia 08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/01/17 34 05 13 30" Dia. MH Ring and Cover (Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. 12/05/23 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 4267WT - Hinged (32") ASTM A 48 30" Dia. 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing 30" Dia. 10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) * 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 12/05/23 33 39 10 Manhole, Precast Concrete The Turner Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 09/03/24 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. Manhole, 32" Opening and Flat top, (No Transition Cones) ASTM C 478 48" to 84" I.D. 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Geneva Pipe and Precast (Predl Systems) 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 33 39 20 Manhole, Precast Concrete AmeriTex Pipe and Products, LLC 48" & 60" I.D. Manhole w/32" Cone ASTM C-478; ASTM C-923; ASTM C-443 03/07/23 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete P3 Polymers, RockHardscp 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Amitech USA Meyer Polycrete Pipe Sewer -(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 Wastewater Access Chamber Quickstream Solutions, Inc. Type 8 Maintenace Shaft (Poopit) For use when Std. MH cannot be installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious * E1-14 Manhole Rehab Systems Quadex 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSP E1-14 Manhole Rehab Systems AP/M Permaform 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 E1-14 Manhole Rehab System (Liner) Triplex Lining System MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 * From Original Standard Products List 1 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 03/19/18 33 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) * 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. * 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. * 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casing Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 09/03/24 33 05 13 Casing Spacers Raci (Completely HDPE) Per Manufacturers Requirements (Sewer Applications Only)8" - 12" (Sewer Only) Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/13) 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33 12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2" Sewer - Pipes/Concrete * E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 * E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 * E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- Pipe ASTM C 76 * E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously Sewer - Pipe/Fiberglass Reinforced/ 33-31-13(1/8/13) 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pipe (Non-Pressure) ASTM D3262/D3754 03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754 04/09/21 33 31 13 Glass-Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754 03/07/23 33 31 13 Fiberglass Pipe (FRP) Future Pipe Industries Fiberstrong FRP ASTM D3262, ASTM D3681, ASTM D4161, AWWA M45 09/03/24 33 31 13 Fiberglass Pipe (FRP) Superlit Boru Sanayi A.S. Superlit FRP ASTM D3262, ASTM D3517, ASTM 3754, AWWA C950 * From Original Standard Products List 2 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Sewer - Pipe/Polymer Pipe 4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V 06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) * High-density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8" * High-density polyethylene pipe Plexco Inc. ASTM D 1248 8" * High-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8" High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12" Sewer - Pipes/PVC* 33-31-20 (7/1/13) * 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) SDR-26 (PS115) ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 (PS115) ASTM D 3034 4" thru 15" * 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe SDR-26 (PS115) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe SDR-26 (PS115) ASTM D3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer PS 115 ASTM F 679 18" * 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) PS 115 ASTM F 679 18" - 28" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation PS 115 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 (PS 115) Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" *33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake)Gasketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 (PS 115) ASTM F679 18"- 24" 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC)GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pipe NAPCO(Westlake) SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pipe NAPCO(Westlake) SDR 26 PS 115 ASTM F-679 18"- 36" * From Original Standard Products List 3 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Water - Appurtenances 33-12-10 (07/01/13) 09/03/24 33-12-10 Double Strap Saddle Ford Meter Box Co., Inc. 202B 1"-2" SVC, up to 16" Pipe 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 3450AS, Incl. Corp. Stop, Dbl Strap, Stainless NSF ANSI 372 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1" 10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. FB600-6-NL, FB1600-6-NL, FV23-666-W- NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. FB600-4-NL, FB1600-4-NL, B11-444-WR- NL, B22444-WR-NL, L28-44NL AWWA C800 1" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-24277N-3, B-20200N-3, H- 15000N, , H-1552N, H142276N AWWA C800, ANSF 61, ANSI/NSF 372 2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-20200N-3, B-24277N-3,H- 15000N, H-14276N, H-15525N AWWA C800, ANSF 61, ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-20200N-3,H-15000N, H- 15530N AWWA C800, ANSF 61, ANSI/NSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steel) JCM Industries, Inc. 415 Tapping Sleeve AWWA C-223 Concrete Pipe Only 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) None Water - Combination Air Release 33-31-70 (01/08/13) * E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 1" & 2" * E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" * E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing FH-12 A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant American Flow Control (AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" * From Original Standard Products List 4 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 12/05/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 AWWA C900, AWWA C605, ASTM D1784 4"-16" 12/05/23 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR18 AWWA C900, AWWA C605, ASTM D1784 16"-18" 09/03/24 33-11-12 PVC Pressure Pipe Northern Pipe Products DR14 AWWA C900, AWWA C605, ASTM D1784 4"-16" 09/03/24 33-11-12 PVC Pressure Pipe Northern Pipe Products DR18 AWWA C900, AWWA C605, ASTM D1784 16"-18" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 4"-28" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16" - 24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"- 12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110 * E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AWWA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AWWA C111/C153 4" to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AWWA C111/C153 12" to 24" 08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 04/07/69 Interior Restrained Joint System Hultec Hydrogrip-R ASTM D395, D412, D471, D573, D883, D1149, D1229, D1349, D1414, D1415, D1566, F913 4'-12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore) Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AWWA C111 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AWWA C111 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AWWA C111 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC Pipe ASTM A536 AWWA C111 16"-24" * From Original Standard Products List 5 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 6-18-25 Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" * E1-26 Resilient Seated Gate Valve M&H 4" - 12" * E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" 11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, 4" - 12" * E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes 08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) * E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24" * E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54" 09/03/24 33 12 21 Rubber Seated Butterfly Valve American AVK Company AWWA C504 Butterfly Valve Class 250B AWWA C-504 24" - 48" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD Water - Sampling Station 03/07/23 33 12 50 Water Sampling Station Kupferle Foundry Company Eclipse, Number 88 , 12-inch Depth of Bury As shown in spec. 33 12 50 09/02/24 33 12 50 Water Sampling Station Mueller Water Products, Inc.Model BSS01-36-MUDG2-CSD-NL, Freeze Proof, Hasp for Locking Access Hatch This product removed Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller Hydroguard HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent) 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) Yellow Highlight indicates recent changes 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 * From Original Standard Products List 6