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Home My WebLink About064479-PM1 - Construction-Related - Contract - CH Realty X-CE I Fort Worth MC820 Logistics, L.P. and LGE Design BuildPROJECT MANUAL FOR THE CONSTRUCTION OF WATER, SEWER, PAVING, DRAINAGE, & STREET LIGHTING IMPROVEMENTS TO SERVE MARINE CREEK INDUSTRIAL IPRC Record No. IPRC24-0184 City Project No. 105774 FID No. 30114-0200431-105774-E07685 File No. K-3320 X File No. X-28348 Mattie Parker Jesus “Jay” 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 Manhard Consulting 01/07/2026 CSC No. 64479-PM1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 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 5 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 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 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 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised March 20, 2020 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 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 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised March 20, 2020 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 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 5 of 5 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 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 7 1 3305.0003 8" Waterline Lowering 33 05 12 EA 18 $7,179.00 $129,222.00 2 3305.0005 12" Waterline Lowering 33 05 12 EA 2 $7,756.00 $15,512.00 3 3305.0109 Trench Safety 33 05 10 LF 6700 $1.00 $6,700.00 4 3305.0111 Valve Box Adjustment 33 05 14 EA 2 $5,517.50 $11,035.00 5 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 11 11 TON 7 $10,563.92 $73,947.44 6 3311.0141 6" Water Pipe 33 11 10, 33 11 12 LF 1365 $48.56 $66,284.40 7 3311.0241 8" Water Pipe 33 11 10, 33 11 12 LF 3630 $48.00 $174,240.00 8 3311.0441 12" Water Pipe 33 11 10, 33 11 12 LF 1670 $80.00 $133,600.00 9 3311.0451 12" DIP Water 33 11 10 LF 35 $141.00 $4,935.00 10 3312.0001 Fire Hydrant 33 12 40 EA 15 $5,089.00 $76,335.00 11 3312.0106 Connection to Existing 16" Water Main 33 12 25 EA 3 $15,189.67 $45,569.01 12 3312.2003 1" Water Service (Irrigation)33 12 10 EA 1 $1,208.57 $1,208.57 13 3312.2103 1 1/2" Water Service (Irrigation)33 12 10 EA 4 $2,498.00 $9,992.00 14 3312.2203 2" Water Service (Domestic)33 12 10 EA 3 $14,267.67 $42,803.01 15 3312.2203 2" Water Service (Irrigation)33 12 10 EA 3 $2,761.00 $8,283.00 16 3312.3002 6" Gate Valve 33 12 20 EA 17 $2,151.76 $36,579.92 17 3312.3003 8" Gate Valve 33 12 20 EA 17 $2,419.00 $41,123.00 18 3312.3005 12" Gate Valve 33 12 20 EA 13 $4,155.00 $54,015.00 19 3312.3106 16" Cut-in Gate Valve w/ Vault 33 12 20 EA 3 $36,147.00 $108,441.00 20 9999.0001 6" Automatic Flush Valve 00 00 00 EA 1 $10,211.00 $10,211.00 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Bidlist Item No. UNIT I: WATER IMPROVEMENTS SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description TOTAL UNIT I: WATER IMPROVEMENTS $1,050,036.35 Bid Quantity Unit Price Bid Value Project Item Information UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xls Docusign Envelope ID: 08E99A5C-8495-4E6B-9B20-D9AF9C49B4A4 00 42 43 DAP - BID PROPOSAL Page 2 of 7 Bidlist Item No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity Unit Price Bid Value Project Item Information UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure 1 3301.0002 Post-CCTV Inspection 33 01 32 LF 2470 $2.16 $5,335.20 2 3301.0101 Manhole Vacuum Testing 33 01 30 EA 18 $296.22 $5,331.96 3 3305.0109 Trench Safety 33 05 10 LF 2470 $1.00 $2,470.00 4 3305.0113 Trench Water Stops 33 05 15 EA 17 $2,151.00 $36,567.00 5 3305.1103 20" Casing By Other Than Open Cut 33 05 22 LF 135 $639.00 $86,265.00 6 3305.3008 8" Sewer Carrier Pipe 33 05 24 LF 135 $60.00 $8,100.00 7 3331.3101 4" Sewer Service 33 31 50 EA 5 $2,889.00 $14,445.00 8 3331.4108 6" Sewer Pipe 33 31 20 LF 25 $63.00 $1,575.00 9 3331.4115 8" Sewer Pipe 33 31 20 LF 2000 $60.00 $120,000.00 10 3331.4116 8" Sewer Pipe, CSS Backfill 33 31 20 LF 130 $201.00 $26,130.00 11 3331.5747 8" Sewer Pipe, CLSM Backfill 33 31 20 LF 180 $201.00 $36,180.00 12 3339.1001 4' Manhole 33 39 20 EA 18 $4,342.56 $78,166.08 13 3339.1003 4' Extra Depth Manhole 33 39 20 VF 67 $231.00 $15,477.00 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 UNIT II: SANITARY SEWER IMPROVEMENTS TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $436,042.24 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xls Docusign Envelope ID: 08E99A5C-8495-4E6B-9B20-D9AF9C49B4A4 00 42 43 DAP - BID PROPOSAL Page 3 of 7 Bidlist Item No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity Unit Price Bid Value Project Item Information UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure 1 0241.3016 Remove 27" Storm Line 02 41 14 LF 19.5 $121.00 $2,359.50 2 0241.3201 Remove Storm Sewer Box 02 41 14 LF 25 $126.00 $3,150.00 3 0241.4003 Remove 20' Curb Inlet 02 41 14 EA 1 $1,536.00 $1,536.00 4 0241.4401 Remove Headwall/SET 02 41 14 EA 4 $1,823.00 $7,292.00 5 3137.0101 Concrete Riprap 31 37 00 SY 700 $143.00 $100,100.00 6 3301.0012 Post-CCTV Inspection of Storm Drain 33 01 31 LF 1825 $150.00 $273,750.00 7 3305.0109 Trench Safety 33 05 10 LF 1825 $1.00 $1,825.00 8 3341.0103 18" RCP, Class III 33 41 10 LF 40 $82.00 $3,280.00 9 3341.0201 21" RCP, Class III 33 41 10 LF 165 $87.00 $14,355.00 10 3341.0208 27" RCP, Class III 33 41 10 LF 55 $110.00 $6,050.00 11 3341.0309 36" RCP, Class III 33 41 10 LF 780 $173.00 $134,940.00 12 3341.0409 48" RCP, Class III 33 41 10 LF 655 $217.00 $142,135.00 13 3341.0502 54" RCP, Class III 33 41 10 LF 75 $322.46 $24,184.50 14 3349.0001 4' Storm Junction Box 33 49 10 EA 8 $7,866.00 $62,928.00 15 3349.0002 5' Storm Junction Box 33 49 10 EA 8 $11,166.00 $89,328.00 16 3349.0003 6' Storm Junction Box 33 49 10 EA 1 $12,596.00 $12,596.00 17 3349.1011 48" Flared Headwall, 1 pipe 33 49 40 EA 1 $12,036.00 $12,036.00 18 3349.1012 54" Flared Headwall, 1 pipe 33 49 40 EA 1 $12,815.00 $12,815.00 19 3349.5003 20' Curb Inlet 33 49 20 EA 1 $14,961.00 $14,961.00 20 3349.6001 10' Recessed Inlet 33 49 20 EA 2 $9,826.00 $19,652.00 21 9999.0004 Remove 27" Pressure Plug 02 41 14 EA 1 $1,738.00 $1,738.00 22 9999.0005 12" Flared Headwall, 1 Pipe 33 49 40 EA 1 $5,601.00 $5,601.00 23 9999.0006 3' Drop Inlet 33 49 20 EA 4 $7,076.00 $28,304.00 24 9999.0007 12" RCP, Class III 33 41 10 LF 55 $77.00 $4,235.00 25 9999.0008 Detention Outfall (Modified 6' Catch Basin)33 49 10 EA 1 $18,526.00 $18,526.00 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 $997,677.00 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.xls Docusign Envelope ID: 08E99A5C-8495-4E6B-9B20-D9AF9C49B4A4 00 42 43 DAP - BID PROPOSAL Page 4 of 7 Bidlist Item No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity Unit Price Bid Value Project Item Information UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure 1 0241.0500 Remove Fence 02 41 13 LF 2990 $5.75 $17,192.50 2 0241.1000 Remove Conc Pvmt 02 41 15 SY 425 $10.00 $4,250.00 3 0241.1100 Remove Asphalt Pvmt 02 41 15 SY 825 $9.00 $7,425.00 4 0241.1300 Remove Conc Curb&Gutter 02 41 15 LF 1450 $12.00 $17,400.00 5 3110.0101 Site Clearing 31 10 00 LS 1 $341,688.00 $341,688.00 6 3125.0101 SWPPP ≥ 1 acre 31 25 00 LS 1 $250.00 $250.00 7 3201.0616 Conc Pvmt Repair, Arterial/Industrial 32 01 29 SY 50 $275.00 $13,750.00 8 3211.0400 Hydrated Lime (36 LB / SY) (Deceleration Lane)32 11 29 TN 10 $385.00 $3,850.00 9 3211.0502 8" Lime Treatment (Deceleration Lane)32 11 29 SY 550 $29.50 $16,225.00 10 3213.0103 8" Conc Pvmt 32 13 13 SY 600 $5.80 $3,480.00 11 3213.0301 4" Conc Sidewalk 32 13 20 SF 9170 $4.15 $38,055.50 12 3213.0403 8" Concrete Driveway 32 13 20 SF 2200 $5.03 $11,066.00 13 3213.0506 Barrier Free Ramp, Type P-1 32 13 20 EA 4 $440.00 $1,760.00 14 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 685 $8.74 $5,986.90 15 3217.0111 Preformed Thermoplastic Contrast Markings – 6” SLD (Y) 32 17 23 LF 1080 $3.00 $3,240.00 16 3217.0114 Preformed Thermoplastic Contrast Markings – 6” Dashed (Y) 32 17 23 LF 1080 $3.00 $3,240.00 17 3217.0201 8" SLD Pvmt Marking HAS (W)32 17 23 LF 500 $4.00 $2,000.00 18 3217.0403 18" SLD Pvmt Marking HAE (Y)32 17 23 LF 150 $8.00 $1,200.00 19 3217.0502 Preformed Thermoplastic Contrast Markings - 24” Crosswalk 32 17 23 LF 90 $10.00 $900.00 20 3217.0504 Preformed Thermoplastic Contrast Markings - 24” Stop Bars 32 17 23 LF 65 $10.00 $650.00 21 3217.1002 Lane Legend Arrow 32 17 23 EA 10 $155.00 $1,550.00 22 3217.1004 Lane Legend Only 32 17 23 EA 4 $230.00 $920.00 23 3292.0400 Seeding, Hydromulch 32 92 13 SY 1515 $0.33 $499.95 24 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. 34 41 30 EA 6 $700.00 $4,200.00 25 9999.0002 10.5" Conc Pvmt 32 13 13 SY 515 $58.77 $30,266.55 26 9999.0003 Remove Gravel Road 02 41 15 SY 3200 $10.00 $32,000.00 27 28 29 30 31 32 33 34 35 36 37 38 39 $563,045.40 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.xls Docusign Envelope ID: 08E99A5C-8495-4E6B-9B20-D9AF9C49B4A4 00 42 43 DAP - BID PROPOSAL Page 5 of 7 Bidlist Item No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity Unit Price Bid Value Project Item Information UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure 1 2605.3015 2" CONDT PVC SCH 80 (T)26 05 33 LF 215 $33.00 $7,095.00 2 2605.3016 2" CONDT PVC SCH 80 (B)26 05 33 LF 40 $88.00 $3,520.00 3 3441.1405 NO 2 Insulated Elec Condr 27 05 33 LF 1025 $6.60 $6,765.00 4 3441.1408 NO 6 Insulated Elec Condr 34 41 20 LF 765 $4.40 $3,366.00 5 3441.1502 Furnish/Install Ground Box Type B, w/Apron 34 41 10 EA 2 $1,127.50 $2,255.00 6 3441.1646 Furnish/Install Type 33B Arm 34 41 20 EA 2 $825.00 $1,650.00 8 3441.3050 Furnish/Install LED Lighting Fixture (70 watt ATBO Cobra Head) 34 41 20 EA 2 $825.00 $1,650.00 9 3441.3301 Rdwy Illum Foundation TY 1,2, and 4 34 41 20 EA 2 $3,300.00 $6,600.00 10 3441.3351 Furnish/Install Rdway Illum TY 11 Pole 34 41 20 EA 2 $3,850.00 $7,700.00 11 3441.3411 Furnish/ Install Reconnect Conductor 34 41 20 EA 8 $192.50 $1,540.00 12 9999.0136 Remove Conductor (Up to 5 Conductors)34 41 10 LF 205 $11.00 $2,255.00 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 $44,396.00 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.xls Docusign Envelope ID: 08E99A5C-8495-4E6B-9B20-D9AF9C49B4A4 00 42 43 DAP - BID PROPOSAL Page 6 of 7 Bidlist Item No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity Unit Price Bid Value Project Item Information UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP.xls Docusign Envelope ID: 08E99A5C-8495-4E6B-9B20-D9AF9C49B4A4 00 42 43 DAP - BID PROPOSAL Page 7 of 7 Bidlist Item No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Bid Quantity Unit Price Bid Value Project Item Information UNIT PRICE BID Bidder's Application Specification Section No. Unit of Measure This Bid is submitted by the entity named below: BIDDER:BY: LGE Design Build 1280 E. Levee St. Dallas, TX 75207 TITLE: DATE: 200 END OF SECTION Regional Vice President of Texas Ray Catlin UNIT I: WATER IMPROVEMENTS Bid Summary 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. $3,091,196.99Total Construction Bid UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS $436,042.24 $997,677.00 $563,045.40 $44,396.00 $1,050,036.35 UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS 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.xls Docusign Envelope ID: 08E99A5C-8495-4E6B-9B20-D9AF9C49B4A4 11/13/2025 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 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 Open Cut (12” & Under) Wright Construction Co Inc. 04/30/2026 Wastewater New Development Open cut (8” & Under) Wright Construction Co Inc. 04/30/2026 Auger Boring – 24-inch diameter casing and less Skaggs Road Boring Inc. 04/30/2026 Concrete Pavement Construction < 15,000 S.Y. McClendon Construction Co., Inc. 05/30/2027 Street Lighting C & S Utility Contractors Inc. 01/31/2026 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: LGE Design Build BY: Ray Catlin 1280 E. Levee St. Dallas, TX 75207 _________________________________________ (Signature) TITLE: Regional Vice President of Texas DATE: END OF SECTION Docusign Envelope ID: 06B4755F-43BF-48FA-9F87-2504C13A7481 12/17/2025 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page i of 1 2 3 4 5 6 7 8 9 10 ii 12 13 14 15 16 i� 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 105774. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: LGE Design Build Company 1280 E. Levee St. Address Dallas, TX 75207 City/State/Zip THE STATE OF TEXA5 COUNTY OF TARRANT § § By; Ray Catiin (Please Print) _� �- r—, � Signa�e�. ` � _ � Title: Repional VP of TX (Please Print) BE ORE ME, the undersigned authority, on this day personally appeared �j(�'�� .#-� t r i , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the aet and deed of � IF Lt � i for the purposes and consideration therein expressed and in the capacity therein stated. GNEN LTNDER MY HAND AND SEAL OF OFFICE this L¢��'`- day of c� ii.� d Li �r� ��- � 2�O [} �_ �..x � MONICA M MARINO g � NOCary ID #8705840 My Commission Expires �' February 20, 2028 Y�y�1��"�- ota Public in and for the State of Texas rY END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUGTION 3PECIFICATION DOCUMENTS Revised April 2, 2014 Marine Creek Industrial CPN:105774 00 52 43 - 1 Developer Awarded Project Agreement Page 1 of 4 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised June 16, 2016 SECTION 00 52 43 1 AGREEMENT 2 THIS AGREEMENT, authorized on November 17, 2025, is made by and between the 3 Developer, CH Realty X-CE I Fort Worth MC820 Logistics, L.P., authorized to do business in 4 Texas (“Developer”), and LGE Design Build, authorized to do business in Texas, acting by and 5 through its duly authorized representative, (“Contractor”). 6 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 7 follows: 8 Article 1. WORK 9 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 10 Project identified herein. 11 Article 2. PROJECT 12 The project for which the Work under the Contract Documents may be the whole or only a part is 13 generally described as follows: 14 Marine Creek Industrial 15 CPN: 105774 16 Article 3. CONTRACT TIME 17 3.1 Time is of the essence. 18 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 19 Documents are of the essence to this Contract. 20 3.2 Final Acceptance. 21 The Work will be complete for Final Acceptance within 200 working days after the date 22 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 23 City Conditions of the Construction Contract for Developer Awarded Projects. 24 3.3 Liquidated damages 25 Contractor recognizes that time is of the essence of this Agreement and that Developer 26 will suffer financial loss if the Work is not completed within the times specified in 27 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 1 0 of 28 the Standard City Conditions of the Construction Contract for Developer Awarded 29 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 30 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 31 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 32 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 33 Developer Three Hundred Ninety-Eight Dollars & Thirty-One Cents ($398.31) for each 34 day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the 35 City issues the Final Letter of Acceptance. 36 Docusign Envelope ID: 43C0B9B6-4DFA-42FD-9742-D038A96834D5 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of 4 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised June 16, 2016 Article 4. CONTRACT PRICE 37 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 38 Documents an amount in current funds of Three Million Ninety-One Thousand One Hundred 39 Ninety-Six Dollars & Ninety-Nine Cents ($3,091,196.99). 40 Article 5. CONTRACT DOCUMENTS 41 5.1 CONTENTS: 42 A. The Contract Documents which comprise the entire agreement between Developer and 43 Contractor concerning the Work consist of the following: 44 1. This Agreement. 45 2. Attachments to this Agreement: 46 a. Bid Form (As provided by Developer) 47 1) Proposal Form (DAP Version) 48 2) Prequalification Statement 49 3) State and Federal documents (project specific) 50 b. Insurance ACORD Form(s) 51 c. Payment Bond (DAP Version) 52 d. Performance Bond (DAP Version) 53 e. Maintenance Bond (DAP Version) 54 f. Power of Attorney for the Bonds 55 g. Worker’s Compensation Affidavit 56 h. MBE and/or SBE Commitment Form (If required) 57 3. Standard City General Conditions of the Construction Contract for Developer 58 Awarded Projects. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or, if not attached, as incorporated by reference and described in the Table of 62 Contents of the Project’s Contract Documents. 63 6. Drawings. 64 7. Addenda. 65 8. Documentation submitted by Contractor prior to Notice of Award. 66 9. The following which may be delivered or issued after the Effective Date of the 67 Agreement and, if issued, become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. 70 c. Change Orders. 71 d. Letter of Final Acceptance. 72 73 74 Docusign Envelope ID: 43C0B9B6-4DFA-42FD-9742-D038A96834D5 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of 4 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised June 16, 2016 Article 6. INDEMNIFICATION 75 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 76 expense, the city, its officers, servants and employees, from and against any and all 77 claims arising out of, or alleged to arise out of, the work and services to be performed 78 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 79 under this contract. This indemnification provision is specifically intended to operate 80 and be effective even if it is alleged or proven that all or some of the damages being 81 sought were caused, in whole or in part, by any act, omission or negligence of the city. 82 This indemnity provision is intended to include, without limitation, indemnity for 83 costs, expenses and legal fees incurred by the city in defending against such claims and 84 causes of actions. 85 86 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 87 the city, its officers, servants and employees, from and against any and all loss, damage 88 or destruction of property of the city, arising out of, or alleged to arise out of, the work 89 and services to be performed by the contractor, its officers, agents, employees, 90 subcontractors, licensees or invitees under this contract. This indemnification 91 provision is specifically intended to operate and be effective even if it is alleged or 92 proven that all or some of the damages being sought were caused, in whole or in part, 93 by any act, omission or negligence of the city. 94 95 Article 7. MISCELLANEOUS 96 7.1 Terms. 97 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 98 the Construction Contract for Developer Awarded Projects. 99 7.2 Assignment of Contract. 100 This Agreement, including all of the Contract Documents may not be assigned by the 101 Contractor without the advanced express written consent of the Developer. 102 7.3 Successors and Assigns. 103 Developer and Contractor each binds itself, its partners, successors, assigns and legal 104 representatives to the other party hereto, in respect to all covenants, agreements and 105 obligations contained in the Contract Documents. 106 7.4 Severability. 107 Any provision or part of the Contract Documents held to be unconstitutional, void or 108 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 109 remaining provisions shall continue to be valid and binding upon DEVELOPER and 110 CONTRACTOR. 111 7.5 Governing Law and Venue. 112 This Agreement, including all of the Contract Documents is performable in the State of 113 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 114 Northern District of Texas, Fort Worth Division. 115 Docusign Envelope ID: 43C0B9B6-4DFA-42FD-9742-D038A96834D5 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised June 16, 2016 116 7.6 Authority to Sign. 117 Contractor shall attach evidence of authority to sign Agreement, if other than duly 118 authorized signatory of the Contractor. 119 120 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 121 counterparts. 122 123 This Agreement is effective as of the last date signed by the Parties (“Effective Date”). 124 125 Contractor: Developer: By: By: (Signature) (Signature) (Printed Name) (Printed Name) Title: Title: Company Name: Company name: Address: Address: City/State/Zip: City/State/Zip: ___________________________ Date Date 126 Docusign Envelope ID: 43C0B9B6-4DFA-42FD-9742-D038A96834D5 LGE Design Build CH Realty X-CE I For Worth MC820 Logistics, L.P. Ray Catlin Regional Vice President LGE Design Build CH Realty X-CE I For Worth MC820 Logistics, L.P. 1280 E. Levee Street Dallas, TX, 75207 11/17/2025 11/17/2025 Phoenix, Arizona 85008 1200 N. 52nd Street CEO David Sellers 01/01/2026CPP21248790201 01/01/2027 Marsh &McLennan Agency LLC LGE Corporation dba LGE Design Build Amerisure Insurance Company8605E.Raintree Drive,Suite 200 B. The coverage provided to any person or organization added as an additional insured pursuant to Paragraph A.1 is limited as follows: 1. If the "written agreemenY' specifically and exclusively requires you to name the person or organization as an additional insured using the ISO CG 20 10 endorsement with edition dates of 11 85 or 10 01, or the ISO CG 20 37 10 01 endorsement, that person or organization is an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" arising out of "your work" for that insured by or for you. 2. If the "written agreemenY' requires you to name the person or organization as an additional insured using the ISO CG 20 10 and or CG 20 37 endorsements without specifically and exclusively requiring the 11 85 or 10 01 edition dates, that person or organization is an additional insured, 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. 3. If the "written agreemenY' requires you to name the person or organization as an additional insured for operations arising out of your work and does not specify an ISO additional insured endorsement, that person or organization is an additional insured, but only with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" arising out of your acts or omissions, or the acts or omissions of others working on your behalf, in the performance of your work as specified in the "written agreemenY'. This coverage does not apply to liability arising out of the sole negligence of the additional insured unless specifically required in the "written agreemenY'. 4. If none of the above paragraphs apply, then the person or organization is an additional insured only for, and to the extent of, liability arising out of "bodily injury", "property damage", or "personal and advertising injury" caused, in whole or in part, by your negligent acts or omissions, or the negligent acts or omissions of others working on your behalf, in the performance of your work as specified in the "written agreemenY'. This coverage does not apply to liability arising out of the independent acts or omissions of the additional insured. However, the insurance afforded to such additional insured only applies to the extent permitted by law. C. The insurance provided to an additional insured under this endorsement does not apply to: 1. "Bodily injury" or "property damage" included in the "products-completed operations hazard" unless the "written agreemenY' specifically requires such coverage (including by specifically requiring the CG 20 10 11 85). To the extent the "written agreemenY' requires such coverage for a specified amount of time, the coverage provided by this endorsement is limited to the amount of time required for such coverage by the "written agreemenY'. 2. "Bodily injury", "property damage", or "personal and advertising injury" arising out of an architecYs, engineer's, or surveyor's rendering of, or failure to render, any professional services, including but not limited to: a. The preparing, approving, or failing to prepare or approve: (1) Maps; (2) Drawings; (3) Opinions; (4) Reports; (5) Surveys; (6) Change orders; CG 73 24 03 23 Includes copyrighted material of the Insurance Services Office, Inc., with its permission Page 2 of 3 (7) Design specifications; and b. Supervisory, inspection, or engineering services. D. The limits of insurance that apply to the additional insured are the least of those specified in the "written agreemenY' or declarations of this policy. Coverage provided by this endorsement for any additional insured shall not increase the applicable Limits of Insurance shown in the Declarations. The limits of insurance that apply to the additional insured are inclusive of, and not in addition to, the Limits of Insurance shown in the Declarations. E. With respect to the coverage provided by this endorsement, SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, Paragraph 4. Other Insurance is deleted and replaced with the following: 4. Other Insurance. a. Coverage provided by this endorsement is excess over any other valid and collectible insurance available to the additional insured whether: (1) Primary; (2) Excess; (3) Contingent; or (4) On any other basis. In addition, this insurance is excess over any self-insured retentions, deductibles, or captive retentions payable by the additional insured or payable by any person or organization whose coverage is available to the additional insured. However, if the "written agreemenY' requires primary and non-contributory coverage, this insurance will be primary and non-contributory relative only to the other insurance available to the additional insured which covers that person or organization as a Named Insured, and we will not share with that other insurance. For any other insurance available to the additional insured where that person or organization is not a Named Insured, this policy will share coverage with that other insurance based on the terms specified in Paragraph b. Method of Sharing below. b. Method of Sharing If all the other insurance permits contribution by equal shares, we will follow this method also. Under this method, 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. CG 73 24 03 23 Includes copyrighted material of the Insurance Services Office, Inc., with its permission Page 3 of 3 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADVANTAGE COMMERCIAL AUTOMOBILE BROAD FORM ENDORSEMENT This endorsement modifies insurance provided under the BUSINESS AUTO COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. The premium for this endorsement is $ 1. EXTENDED CANCELLATION CONDITION COMMON POLICY CONDITIONS - CANCELLATION, Paragraph A.2. is replaced by the following: 2. We may cancel this policy by mailing or delivering to the first Named Insured written notice of cancellation at least: a. 10 days before the effective date of cancellation if we cancel for nonpayment of premium; or b. 60 days before the effective date of cancellation if we cancel for any other reason. 2. BROAD FORM INSURED SECTION II - LIABILITY COVERAGE A.1. WHO IS AN INSURED is amended by the addition of the following: d. Any organization you newly acquire or form, other than a partnership, joint venture or limited liability company, and over which you maintain ownership or a majority interest, will qualify as a Named Insured. However, (1) Coverage under this provision is afforded only until the end of the policy period; (2) Coverage does not apply to “accidents” or “loss” that occurred before you acquired or formed the organization; and (3) Coverage does not apply to an organization that is an “insured” under any other policy or would be an “insured” but for its termination or the exhausting of its limit of insurance. e.Any “employee” of yours using: (1)A covered “auto” you do not own, hire or borrow, or a covered “auto” not owned by the “employee” or a member of his or her household, while performing duties related to the conduct of your business or your personal affairs; or (2)An “auto” hired or rented under a contract or agreement in that “employee’s” name, with your permission, while performing duties related to the conduct of your business. However, your “employee” does not qualify as an insured under this paragraph (2) while using a covered “auto” rented from you or from any member of the “employee’s” household. f. Your members, if you are a limited liability company, while using a covered “auto” you do not own, hire, or borrow, while performing duties related to the conduct of your business or your personal affairs. g. Any person or organization with whom you agree in a written contract, written agreement or permit, to provide insurance such as is afforded under this policy, but only with respect to your covered “autos”. This provision does not apply: (1) Unless the written contract or agreement is executed or the permit is issued prior to the “bodily injury” or “property damage”; Includes copyrighted material of Insurance Services Office, Inc. CA 71 15 11 09 Page 1 of 5 Included Poli INSURED: POLICY #:POLICY PERIOD: TO LGE Corporation dba LGE Design Build 01/01/2026CA21248780201 01/01/2027 (2) To any person or organization included as an insured by an endorsement or in the Declarations; or (3) To any lessor of “autos” unless: (a) The lease agreement requires you to provide direct primary insurance for the lessor; (b) The “auto” is leased without a driver; and (c) The lease had not expired. Leased “autos” covered under this provision will be considered covered “autos” you own and not covered “autos” you hire. h. Any legally incorporated organization or subsidiary in which you own more than 50% of the voting stock on the effective date of this endorsement. This provision does not apply to “bodily injury” or “property damage” for which an “insured” is also 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 limits of insurance, unless such policy was written to apply specifically in excess of this policy. 3. COVERAGE EXTENSIONS - SUPPLEMENTARY PAYMENTS Under SECTION II - LIABILITY COVERAGE,A.2.a. Supplementary Payments, paragraphs (2) and (4) are deleted and replaced with the following: (2) Up to $2500 for the cost of bail bonds (including bonds for related traffic law violations) required because of an “accident” we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the “insured” at our request, including actual loss of earnings up to $500 a day because of time off from work. 4. AMENDED FELLOW EMPLOYEE EXCLUSION SECTION II - LIABILITY COVERAGE, B. EXCLUSIONS, paragraph 5. Fellow Employee is deleted and replaced by the following: 5. Fellow Employee “Bodily injury” to: a.Any fellow “employee” of the “insured” arising out of and in the course of the fellow “employee’s” employment or while performing duties related to the conduct of your business. However, this exclusion does not apply to your “employees” that are officers, managers, supervisors or above. Coverage is excess over any other collectible insurance. b. The spouse, child, parent, brother or sister of that fellow “employee” as a consequence of paragraph a. above. 5. HIRED AUTO PHYSICAL DAMAGE COVERAGE AND LOSS OF USE EXPENSE A. Under SECTION III - PHYSICAL DAMAGE COVERAGE, A. COVERAGE, the following is added: If any of your owned covered “autos” are covered for Physical Damage, we will provide Physical Damage coverage to “autos” that you or your “employees” hire or borrow, under your name or the “employee’s” name, for the purpose of doing your work. We will provide coverage equal to the broadest physical damage coverage applicable to any covered "auto" shown in the Declarations, Item Three, Schedule of Covered Autos You Own, or on any endorsements amending this schedule. B. Under SECTION III - PHYSICAL DAMAGE COVERAGE, A.4. COVERAGE EXTENSIONS, paragraph b. Loss of Use Expenses is deleted and replaced with the following: b. Loss Of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an “insured” becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver, under a written rental contract or agreement. We will pay for loss of use expenses if caused by: Includes copyrighted material of Insurance Services Office, Inc. Page 2 of 5 CA 71 15 11 09 (1)Other than collision, only if the Declarations indicate that Comprehensive Coverage is provided for any covered “auto”; (2)Specified Causes of Loss, only if the Declarations indicate that Specified Causes Of Loss Coverage is provided for any covered “auto”; or (3)Collision, only if the Declarations indicate that Collision Coverage is provided for any covered “auto”. However, the most we will pay for any expenses for loss of use is $30 per day, to a maximum of $2,000. C.Under SECTION IV – BUSINESS AUTO CONDITIONS, paragraph 5.b. Other Insurance is deleted and replaced by the following: b. For Hired Auto Physical Damage Coverage, the following are deemed to be covered "autos" you own: 1. Any covered "auto" you lease, hire, rent or borrow; and 2. Any covered "auto" hired or rented by your "employee" under a contract in that individual "employee's" name, with your permission, while performing duties related to the conduct of your business. However, any “auto” that is leased, hired, rented or borrowed with a driver is not a covered “auto”, nor is any “auto” you hire 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. LOAN OR LEASE GAP COVERAGE Under SECTION III - PHYSICAL DAMAGE COVERAGE, A. COVERAGE, the following is added: If a covered “auto” is owned or leased and if we provide Physical Damage Coverage on it, we will pay, in the event of a covered total “loss”, any unpaid amount due on the lease or loan for a covered “auto”, less: (a) The amount paid under the Physical Damage Coverage Section of the policy; and (b) Any: (1) Overdue lease or loan payments including penalties, interest or other charges resulting from overdue payments at the time of the “loss”; (2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; (3) Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insurance purchased with the loan or lease; (4) Security deposits not refunded by a lessor; and (5) Carry-over balances from previous loans or leases. 7. RENTAL REIMBURSEMENT SECTION III - PHYSICAL DAMAGE COVERAGE, A. COVERAGE, paragraph 4. Coverage Extensions is deleted and replaced by the following: 4. Coverage Extensions (a)We will pay up to $75 per day to a maximum of $2000 for transportation expense incurred by you because of covered "loss”. We will pay only for those covered "autos" for which you carry Collision Coverage or either Comprehensive Coverage or Specified Causes of Loss Coverage. We will pay for transportation expenses incurred during the period beginning 24 hours after the covered "loss" and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". This coverage is in addition to the otherwise applicable coverage you have on a covered "auto". No deductibles apply to this coverage. (b) This coverage does not apply while there is a spare or reserve "auto" available to you for your operation. Includes copyrighted material of Insurance Services Office, Inc. CA 71 15 11 09 Page 3 of 5 8. AIRBAG COVERAGE SECTION III - PHYSICAL DAMAGE, B. EXCLUSIONS, Paragraph 3. is deleted and replaced by the following: We will not pay for “loss” caused by or resulting from any of the following unless caused by other “loss” that is covered by this insurance: a. Wear and tear, freezing, mechanical or electrical breakdown. However, this exclusion does not include the discharge of an airbag. b. Blowouts, punctures or other road damage to tires. 9. GLASS REPAIR - WAIVER OF DEDUCTIBLE SECTION III - PHYSICAL DAMAGE COVERAGE, D. DEDUCTIBLE is amended to add the following: No deductible applies to glass damage if the glass is repaired rather than replaced. 10. COLLISION COVERAGE – WAIVER OF DEDUCTIBLE SECTION III - PHYSICAL DAMAGE COVERAGE, D. DEDUCTIBLE is amended to add the following: When there is a “loss” to your covered “auto” insured for Collision Coverage, no deductible will apply if the “loss” was caused by a collision with another “auto” insured by us. 11. KNOWLEDGE OF ACCIDENT SECTION IV - BUSINESS AUTO CONDITIONS, A. LOSS CONDITIONS, 2. DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS, paragraph a. is deleted and replaced by the following: a. You must see to it that we are notified as soon as practicable of an “accident”, claim, “suit” or “loss". Knowledge of an “accident”, claim, ”suit” or “loss” by your “employees” shall not, in itself, constitute knowledge to you unless one of your partners, executive officers, directors, managers, or members (if you are a limited liability company) has knowledge of the “accident”, claim, “suit” or “loss". Notice should include: (1) How, when and where the “accident” or “loss” occurred; (2) The “insured’s” name and address; and (3) To the extent possible, the names and addresses of any injured persons and witnesses. 12. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION) SECTION IV - BUSINESS AUTO CONDITIONS A.5. TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US is deleted and replaced by the following: If any person or organization to or for whom we make payment under this Coverage Form has rights to recover damages from another, those rights are transferred to us. That person or organization must do everything necessary to secure our rights and must do nothing after “accident” or “loss” to impair them. However, if the insured has waived rights to recover through a written contract, or if your work was commenced under a letter of intent or work order, subject to a subsequent reduction in writing with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this Coverage Form. 13. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV - BUSINESS AUTO CONDITIONS, B. GENERAL CONDITIONS, 2. CONCEALMENT, MISREPRESENTATION OR FRAUD is amended by the addition of the following: We will not deny coverage under this Coverage Form if you unintentionally fail to disclose all hazards existing as of the inception date of this policy. You must report to us any knowledge of an error or omission in your representations as soon as practicable after its discovery. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non-renewal. Includes copyrighted material of Insurance Services Office, Inc. Page 4 of 5 CA 71 15 11 09 14. BLANKET COVERAGE FOR CERTAIN OPERATIONS IN CONNECTION WITH RAILROADS When required by written contract or written agreement, the definition of “insured contract” is amended as follows: The exception contained in paragraph H.3.relating to construction or demolition operations on or within 50 feet of a railroad; and Paragraph H.a. are deleted with respect to the use of a covered "auto" in operations for, or affecting, a railroad. Includes copyrighted material of Insurance Services Office, Inc. CA 71 15 11 09 Page 5 of 5 Schedule WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed.4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT 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.(This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. "Any person or organization required by written contract or certificate of insurance." "This endorsement is not applicable in California, Kentucky, New Hampshire, New Jersey, Texas and Utah." The endorsement does not apply to policies or exposure in Missouri where the employer is in the construction group of classifications. According to Section 287.150(6) of the Missouri statutes, a contractual provision purporting to waive subrogation rights is against public policy and void where one party to the contract is an employer in the construction group of code classifications. For policies or exposure in Missouri, the following must be included in the Schedule: Any person or organization for which the employer has agreed by written contract, executed prior to loss, may execute a waiver of subrogation. However, for purposes of work performed by the employer in Missouri, this waiver of subrogation does not apply to any construction group of classifications as designated by the waiver of right to recover from others (subrogation) rule in our manual. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No.Endorsement No. Insured Premium $ Insurance Company Countersigned by 0 Hart Forms &Services Reorder No.14-4888 WC 00 03 13 (Ed.4-84)Copyright 1983 National Council on Compensation Insurance. WC4000302010201/01/2026 LGE Corporation dba LGE Design Build Amerisure Mutual Insurance Company INSURED: POLICY #:POLICY PERIOD: TO LGE Corporation dba LGE Design Build CPP21248790201 01/01/202701/01/2026 INSURED: POLICY #:POLICY PERIOD: TO LGE Corporation dba LGE Design Build CA21248780201 01/01/202701/01/2026 INSURED: POLICY #:POLICY PERIOD: TO LGE Corporation dba LGE Design Build 01/01/2026WC40003020102 01/01/2027 INSURED: POLICY #:POLICY PERIOD: TO LGE Corporation dba LGE Design Build CU21248810202 01/01/2026 01/01/2027 Docusign Envelope ID: 64F1344A-6E49-4321-927F-165AB570EE3E 1 2 3 4 5 6 7 8 9 10 11 12 13 14 IS 16 �7 18 19 � 21 22 ?3 24 25 26 27 28 zg 30 3I 32 THE STATE OF TEXAS COUNTY OF TARRAlw'T That we LGE Texas, LLC 006219-1 I��SIIV'I'L•N,4NC� BON� Page 1 of 3 issued in Triplicate Bond No. 8��992731 SECTION UD 6219 MAIlVTENANCE BOND § § KNOW ALL EY'IT�SE PRESENTS; § , knawn as "Principal" herein and �tlantic 5pecialty Insurance Company , a corporate surety (sureties, �f more than one} duly autharized to do business in the Sta.te of Texas, known as "Surety" �erein {w�ether one or �tnore), are held and fu`mIy bound unto the Developer, Creafian Equity, aut3�orized ta do business in Texas ("Develaper"} and fihe Ciiy of Fark WortEt, a Texas �nunici�al corporation ("Cit�'), in ihe sum afTnree Million NiReiry Dna Thousand One Hundred Ninety Six and 991900 Doilazs {$3,09�,196.99 ), lawful money oithe United States, to be paid in Fort Worth, Tarrant County, Texas, far payment ofwhich sum well and trnfy be made,�ointly unto t�e Deveioper and the City as dua] obligees and t�eir successors, we bind o�rrselves, our heirs, executors, administratars, successors and assigr�s, joint�y and severalty, firmly by these presents. WHEREAS, Develaper and City have entered into an Agreement for the construction af C41�111111i1i�jl fAC111ti0S in the Czty of Fa�-t Worth by and throug� a Comr�►unity Facilities Agreement, CFA Number . - ._._ - �. "5;and WHEREAS, the Principal has entered �to a certain written contract with the Developer awarded the 17th day of November . 20 25 , which Contract is hereby referred to and a made gart hereof for a11 purpases as if fully set forth hereiq to furnish all materials, aquipment labar and other accsssories as defined by 1avv, in the prosecution of the Work, including any Work resulting from a dufy autharized Change Order (colIectively herein, the "Work") as provided for in said Contract and designated as Murine Creeklndustrial; aud WHEREAS, Principal binds itself to use suc� materials and to so canstruct the Wark iu aecardance with the plans, specifieations and Contract Documents that the Work is and will remain frea from defects in materials ar workmanship for and during the period of two (2) years after the date of Final Acceptance of the Wark by the City ("Maintenance Peziod"); and C1TY OF FORT WORTH STANDARD CITY CONDiTIQNS — DEVELQPER AWAi2DED FR07ECTS Revised lanuary 31, 2012 Mazine Creek Ind�stria[ CPN: 1 Q5774 Docusign Envelope ID: 64F1344A-6E49-4321-927F-165AB570EE3E 006214-2 MA1N"I'Et�IANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in w�ole or in part 2 upon recei�ing notice from the De�eloper andlor City of the need thereof at any tizne within the 3 Maintena�ice Period. 4 5 NOW TH�REFORE, tlie candition of this obligation is such that i£ Frincipal shall 6 remedy any defecfiive Wark, for which timely notice was provided by Developer or City, to a 7 compietion satisfactory to the City, then this obligatian shall becoma null and void; atherwise ta 8 reinain in full force and effect. 9 10 PROVFDED, HOWEVER, if Principal shall fail so to repair or reeonstruct any timely I 1 noticed defective Wark, it is agreed that the Developer ar City �nay cause any and all such 12 defective Work to be repaired and/or reconstructed with alE assoeiated eosts �ereof heu�g ba��e 13 �y the Principal and the 5urety under tltis Maintenance Bond; and 1 �} 15 PROVIDED F[I�.2THER, that if any legal action be filed on this Bond, venue shall lie in 16 `�arrant Coun�y, Texas or t�te United States District Caurt for the Northern District of Texas, Fort I7 VSTortl� Division; and 18 19 PRU�QED FVRTHER, that t�is obligatian shall he cont�nuous in nature and 20 successf�e recoveries may be had hereon for successr�e breaches. 21 22 23 CITY OF FORT WORTH iv[arine Creek Induslrial STANDARD C1TY CONDITIONS — BEVEi.�PER AWARDED PCtQ7ECTS CPA3: 705774 Revised Ianuary 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 1 2 3 4 5 6 7 8 9 10 11 12 �� 14 15 16 17 18 1R 20 21 22 z� 24 2S 26 27 28 29 30 31 32 33 34 35 36 3'i 38 39 40 41 42 IN WTTNESS WFIEREOF, the Principal and the 5urety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 1$th day of November , 20 25 . � PRINCIPAL: �►R� �u�� MONlCA M MARIhO LGE Texas, L�..i'. � Notary ID #8705840 ; My Commission Expires �� ° February 20, 2028 BY T"TEST: i' � �- �� _�- ' (Principal) Secretary �C'�,�j ��i ��i,V �. Name and Title Address:1280 E. Levee St. Dallas, TX 75207 �� _ WiMess as ta Principal ATTEST: (Surety) Secretary, De�l ie ayton -� - itness as to xrety, m Perkins SURET'Y: Atlantic Speciatty Insurance Company� .- - ��a B�: �� -`t.��1�� 'CC� �� Signature Alexandra Haas, Attomey-In-Fact � T Name and Title Address: 605 Hi�hway 169 North, Suite 800 Plymouth, MN 55441 Telephone Number: (800} 662-0156 *1Vote: If signed by an officer of the Surety Campany, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior ta the date the Contract is awarded. CITY pF FORT WORTH STANDARD CITY CONDTI'IONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Marine Creek Tndustrial CPN: 105774 inta.ct �� CHANGE RIDER To be attached to and form a part of Bond tvo. 800112731 issued by ATLANTIC SPECIALTY INSURANCE GOMPANY, 605 Highway 169 North, Suite 800, Plymouth, Minnesota, USA 55441 as Surety on behalf of LGE T@XaS, LLC , as Principal in favor of tne ��o�e�, Creation Equity, authorized to do hus(ness in Texas ("Developer') and the C"ity of Fort Worth, a Texas muniapal corparalion ("City') W�th refere►,�e to Marine Creek Industrial effective the 18th of November , 2025 It is hereby understood and agreed that the following item is amended: The Principal Name is Changed: From: LGE Texas, LLC To: LGE Design Build The Developer Name is Changed: From: Creation Equity To: CH Realty X-CE I Fort Worth MC820 Logistics, L.P Signed, sealed and dated this 7th day of �anUarY �.� P�`- Witness �� +�j wtr,ess Debbie Clayton� Rev. 7/28/20 , 2026 LGE Design Build Principal gY-� �=� - Name: �.a�I,4c.. ✓p Title: Atlantic Specialty Insurance Company BY� ,�[�r,. � � �; �, . r f � j ` �� I � �-' �-� � �,� �� 1� R! +.. � �-- 1' ; t �i x+ a4tor�ey-ir,-Fa�t Alexandra Haas 6�5 Highway 169 North, Suite 800 � Plymouth, Minnesota, USA 55441 u Web: intactspecialty.com/surety E-mail: surety@intactinsurance.com f� Page 1 of 1 �_• , �lta.�t ' � r:� KNOW ALL MEN BY TT-�SE PRESENTS, that ATLANT'IC SPECIALT'Y IN3URANCE COMPANY, a New York corporation with its principal office in Plymouth, Minnesota, does hereby consatute and appoint: Alexandra Haas, Brian D Wilder, Debbie Clayton, Holly Byrd, Randi L. Morgan,'ISna Marie Perkins, each individually if there be inore than one named, its true and lawful Attomey-in-Fact, to make, execute, seal and deliver, for and on its behalf as surety, any and all bonds, recognizances, contracts of indemnity, and all other writings obligatory in the nature thereof; provided that no bond or undertaking executed under this auihority shall exceed in amount the sum of: unlimited and the execuGon of such bonds, recognizances, contracts of indemniry, and all other writings obligatory in the nature thereof in pursuance of these presents, shall he as binding upon said Company as if they had been fiilly signed by an authorized officer of the Company and sealed with the Company seal. This Power of Attomey is made and executed by authority of the following resoluflons adopted by the Board of Dimctors of ATLANTIC SPECIALTY INSURANCE COMPt1NY on the twenry-fifth day of September, 2012: Resoived: That the President, any Senior Vice President or Vice-President (each an"Authorized Office�") may execute for and in behalf of the Company any and all bonds, rncognizances, contracts of indemnity, and all other writings obligatory in the nature thereof, and affui the seal of the Company thereto; and that the Authorized Officer may appoint and authorize an Attorney-in-Fact to execute on behalf of the Company any and all such inslruments and to affix the Company seal thereto; a�d that the Authorized Officer may at any ume remove a�y such Attomey-in-Fact and revoke atl power and authoriry given to any such Attorney-in- Fact. Resolved: That the Attomey-in-Fact may he given full power and authority to execute for and in the name and on behalf of the Company any and all bonds, recognizances, conu�acts of indemnity, and all other wriungs obligatory in the nature thereof, and any such instrument executed by any such Attorney-in-Fact shall be as binding upon the Company as if signed and sealed by an Authorized Officer and, further, the Attomey-in-Fact is hereby authorized to verify any affidavit required to be attached to bonds, recognizances, contracts of indemniry, and all other wriungs obligatory in the nature thereof. This power of attorney is signed and sealed by facsimile under the authority of the following Resolution adopted by the Board of Directors of ATLANTIC SPECIALTY INSURANCE COMPAIVY on the twenty-fifth day of September, 2012: Resolved: That the signature of an Authorized Officer, the signatu�e of the Secretary or the Assistant Secretary, and the Company seal may be affixed by facsimile to any power of attorney or to any cer6ficate relating thereto appoinUng an Attorney-in-Fact for pmposes only of executing and sealing any bond, undertaking, recognizance or other wriuen obligafion in the nature thereof, and any such signature and seal where so used, being hereby adopted by the Company as the original signature of such officer and the original seal of the Company, to be valid and binding upon the Company with the same force and effect as though manually affixed. IN W1TNE55 WHEREOF, ATLANTIC SPECIALTY INSURANCE COMPANY has caused these presents to be signed by an Authorized Officer and the seal of ihe Company to be affixed this first day of January, 2023. STATE OF MINNESOTA HENNEPIN COUNTY ` \P�S Y u� Fl o,�'�..,. =y� S��.F9 m'' =`—' ig�6 0: By =r2� .E„ , �P`va , .y1�� ,,c,.� ��1.i� Sazah A. Kolar, Vice President and General Counsel On this first day of January, 2023, before me personally came Sarah A. Kolaz, Vice President and General Counsel of ATLANTIC SPECIALTY INSURANCE CDMPANY, to ,� me personally known to be the individual and officer described in and who executed the preceding instrument, and she acknowledged the execution of the same, and being by me duly sworn, that she is the said officer of the Gompany aforesaid, and that the seal affixed to the preceding instrvment is the seal of said Company and that the said seal and the signature as such officer was duly affixed and subscribed to the said insmunent by the authoriry and at the direction of the Company. T"��z ALIS�N D. NASH-TROUT rt- ' � U �. ,+r�= NflTARY PUBl�IC - MlNNESOTA �� My Commission �xpires }� �:;.L ,.;ti�'3~ January 31, 2030 Notary Public I, the undersigned, Secretary of ATLAN'i'IC SPBGIALT'Y INSURANCE COMPANY, a New York Corporation, do hereby certify that the foregoing power of attomey is in full force and has not heen revoked, and the resoluuons set forth above are now in force. 5igned and sealed. Dated 7th day of �anuary 'I'his Power pf Attorney expires January 31, 2030 2026 ,,��`jv iiv ��•,, �C \P�K°�'R�p��nv�= `S�ALF "' :� �: `-`= 1986 0: r26, :et• oP�aD; .,,1 �; �� ,,,. � /. � ' __- .:. . . . � � f, �,r � _. _ -- Kara L.B. Bartow, Secretary Please direct bond verificaaons to 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 Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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; Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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: ____________________________________________________________ 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: _____________________________________ Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence: : _____________________________________ 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- Marine Creek Industrial CPN: 105774 None None None 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 Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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: Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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: Marine Creek Industrial CPN: 105774 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 Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 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. Marine Creek Industrial CPN: 105774 01 11 00 - 1 DAP SUMMARY OF WORK Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number] Revised December 20, 2012 SECTION 01 11 00 SUMMARY OF WORK PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights-of-way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. Marine Creek Industrial CPN: 105774 01 11 00 - 2 DAP SUMMARY OF WORK Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number] Revised December 20, 2012 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights-of-way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. Marine Creek Industrial CPN: 105774 01 11 00 - 3 DAP SUMMARY OF WORK Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects [Insert Project Number] Revised December 20, 2012 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Marine Creek Industrial CPN: 105774 01 25 00 - 1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 SECTION 01 25 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or-equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, Marine Creek Industrial CPN: 105774 01 25 00 - 2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. Marine Creek Industrial CPN: 105774 01 25 00 - 3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer’s opinion, acceptance will require substantial revision of the original design d. In the City’s or Developer’s opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Marine Creek Industrial CPN: 105774 01 25 00 - 4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date Marine Creek Industrial CPN: 105774 01 31 19 - 1 DAP PRECONSTRUCTION MEETING Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 SECTION 01 31 19 PRECONSTRUCTION MEETING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request Marine Creek Industrial CPN: 105774 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor’s work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material l. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City’s representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments Marine Creek Industrial CPN: 105774 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Marine Creek Industrial CPN: 105774 01 32 33 - 1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 SECTION 01 32 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] Marine Creek Industrial CPN: 105774 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Marine Creek Industrial CPN: 105774 01 33 00 - 1 DAP SUBMITTALS Page 1 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 SECTION 01 33 00 DAP SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General methods and requirements of submissions applicable to the following Work-related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. Marine Creek Industrial CPN: 105774 01 33 00 - 2 DAP SUBMITTALS Page 2 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) “By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions Marine Creek Industrial CPN: 105774 01 33 00 - 3 DAP SUBMITTALS Page 3 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 2. The Project title and number 3. Contractor identification 4. The names of: a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f. Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City’s Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City’s Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs Marine Creek Industrial CPN: 105774 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 7) Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on-site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City’s Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) Marine Creek Industrial CPN: 105774 01 33 00 - 5 DAP SUBMITTALS Page 5 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 Marine Creek Industrial CPN: 105774 01 33 00 - 6 DAP SUBMITTALS Page 6 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c) Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor’s risk if not marked b. Submittals for each item will be reviewed no more than twice at the City’s expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative’s then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City’s discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. Marine Creek Industrial CPN: 105774 01 33 00 - 7 DAP SUBMITTALS Page 7 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] Marine Creek Industrial CPN: 105774 01 33 00 - 8 DAP SUBMITTALS Page 8 of 8 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised August 30, 2013 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days Marine Creek Industrial CPN: 105774 01 35 13 - 1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised August, 30, 2013 SECTION 01 35 13 1 SPECIAL PROJECT PROCEDURES 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. The procedures for special project circumstances that includes, but is not limited to: 6 a. Coordination with the Texas Department of Transportation 7 b. Work near High Voltage Lines 8 c. Confined Space Entry Program 9 d. Air Pollution Watch Days 10 e. Use of Explosives, Drop Weight, Etc. 11 f. Water Department Notification 12 g. Public Notification Prior to Beginning Construction 13 h. Coordination with United States Army Corps of Engineers 14 i. Coordination within Railroad permits areas 15 j. Dust Control 16 k. Employee Parking 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. None. 19 C. Related Specification Sections include, but are not necessarily limited to: 20 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 21 2. Division 1 – General Requirements 22 3. Section 33 12 25 – Connection to Existing Water Mains 23 24 1.2 REFERENCES 25 A. Reference Standards 26 1. Reference standards cited in this Specification refer to the current reference 27 standard published at the time of the latest revision date logged at the end of this 28 Specification, unless a date is specifically cited. 29 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 30 High Voltage Overhead Lines. 31 3. North Central Texas Council of Governments (NCTCOG) – Clean Construction 32 Specification 33 1.3 ADMINISTRATIVE REQUIREMENTS 34 A. Coordination with the Texas Department of Transportation 35 1. When work in the right-of-way which is under the jurisdiction of the Texas 36 Department of Transportation (TxDOT): 37 a. Notify the Texas Department of Transportation prior to commencing any work 38 therein in accordance with the provisions of the permit 39 01 35 13 - 2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised August, 30, 2013 b. All work performed in the TxDOT right-of-way shall be performed in 1 compliance with and subject to approval from the Texas Department of 2 Transportation 3 B. Work near High Voltage Lines 4 1. Regulatory Requirements 5 a. All Work near High Voltage Lines (more than 600 volts measured between 6 conductors or between a conductor and the ground) shall be in accordance with 7 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 8 2. Warning sign 9 a. Provide sign of sufficient size meeting all OSHA requirements. 10 3. Equipment operating within 10 feet of high voltage lines will require the following 11 safety features 12 a. Insulating cage-type of guard about the boom or arm 13 b. Insulator links on the lift hook connections for back hoes or dippers 14 c. Equipment must meet the safety requirements as set forth by OSHA and the 15 safety requirements of the owner of the high voltage lines 16 4. Work within 6 feet of high voltage electric lines 17 a. Notification shall be given to: 18 1) The power company (example: ONCOR) 19 a) Maintain an accurate log of all such calls to power company and record 20 action taken in each case. 21 b. Coordination with power company 22 1) After notification coordinate with the power company to: 23 a) Erect temporary mechanical barriers, de-energize the lines, or raise or 24 lower the lines 25 c. No personnel may work within 6 feet of a high voltage line before the above 26 requirements have been met. 27 C. Confined Space Entry Program 28 1. Provide and follow approved Confined Space Entry Program in accordance with 29 OSHA requirements. 30 2. Confined Spaces include: 31 a. Manholes 32 b. All other confined spaces in accordance with OSHA’s Permit Required for 33 Confined Spaces 34 D. Use of Explosives, Drop Weight, Etc. 35 1. When Contract Documents permit on the project the following will apply: 36 a. Public Notification 37 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 38 prior to commencing. 39 2) Minimum 24 hour public notification in accordance with Section 01 31 13 40 E. Water Department Coordination 41 1. During the construction of this project, it will be necessary to deactivate, for a 42 period of time, existing lines. The Contractor shall be required to coordinate with 43 the Water Department to determine the best times for deactivating and activating 44 those lines. 45 01 35 13 - 3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised August, 30, 2013 2. Coordinate any event that will require connecting to or the operation of an existing 1 City water line system with the City’s representative. 2 a. Coordination shall be in accordance with Section 33 12 25. 3 b. If needed, obtain a hydrant water meter from the Water Department for use 4 during the life of named project. 5 c. In the event that a water valve on an existing live system be turned off and on 6 to accommodate the construction of the project is required, coordinate this 7 activity through the appropriate City representative. 8 1) Do not operate water line valves of existing water system. 9 a) Failure to comply will render the Contractor in violation of Texas Penal 10 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 11 will be prosecuted to the full extent of the law. 12 b) In addition, the Contractor will assume all liabilities and 13 responsibilities as a result of these actions. 14 F. Public Notification Prior to Beginning Construction 15 1. Prior to beginning construction on any block in the project, on a block by block 16 basis, prepare and deliver a notice or flyer of the pending construction to the front 17 door of each residence or business that will be impacted by construction. The notice 18 shall be prepared as follows: 19 a. Post notice or flyer 7 days prior to beginning any construction activity on each 20 block in the project area. 21 1) Prepare flyer on the Contractor’s letterhead and include the following 22 information: 23 a) Name of Project 24 b) City Project No (CPN) 25 c) Scope of Project (i.e. type of construction activity) 26 d) Actual construction duration within the block 27 e) Name of the contractor’s foreman and phone number 28 f) Name of the City’s inspector and phone number 29 g) City’s after-hours phone number 30 2) A sample of the ‘pre-construction notification’ flyer is attached as Exhibit 31 A. 32 3) Submit schedule showing the construction start and finish time for each 33 block of the project to the inspector. 34 4) Deliver flyer to the City Inspector for review prior to distribution. 35 b. No construction will be allowed to begin on any block until the flyer is 36 delivered to all residents of the block. 37 G. Public Notification of Temporary Water Service Interruption during Construction 38 1. In the event it becomes necessary to temporarily shut down water service to 39 residents or businesses during construction, prepare and deliver a notice or flyer of 40 the pending interruption to the front door of each affected resident. 41 2. Prepared notice as follows: 42 a. The notification or flyer shall be posted 24 hours prior to the temporary 43 interruption. 44 b. Prepare flyer on the contractor’s letterhead and include the following 45 information: 46 1) Name of the project 47 2) City Project Number 48 01 35 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised August, 30, 2013 3) Date of the interruption of service 1 4) Period the interruption will take place 2 5) Name of the contractor’s foreman and phone number 3 6) Name of the City’s inspector and phone number 4 c. A sample of the temporary water service interruption notification is attached as 5 Exhibit B. 6 d. Deliver a copy of the temporary interruption notification to the City inspector 7 for review prior to being distributed. 8 e. No interruption of water service can occur until the flyer has been delivered to 9 all affected residents and businesses. 10 f. Electronic versions of the sample flyers can be obtained from the Project 11 Construction Inspector. 12 H. Coordination with United States Army Corps of Engineers (USACE) 13 1. At locations in the Project where construction activities occur in areas where 14 USACE permits are required, meet all requirements set forth in each designated 15 permit. 16 I. Coordination within Railroad Permit Areas 17 1. At locations in the project where construction activities occur in areas where 18 railroad permits are required, meet all requirements set forth in each designated 19 railroad permit. This includes, but is not limited to, provisions for: 20 a. Flagmen 21 b. Inspectors 22 c. Safety training 23 d. Additional insurance 24 e. Insurance certificates 25 f. Other employees required to protect the right-of-way and property of the 26 Railroad Company from damage arising out of and/or from the construction of 27 the project. Proper utility clearance procedures shall be used in accordance 28 with the permit guidelines. 29 2. Obtain any supplemental information needed to comply with the railroad’s 30 requirements. 31 J. Dust Control 32 1. Use acceptable measures to control dust at the Site. 33 a. If water is used to control dust, capture and properly dispose of waste water. 34 b. If wet saw cutting is performed, capture and properly dispose of slurry. 35 K. Employee Parking 36 1. Provide parking for employees at locations approved by the City. 37 01 35 13 - 5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised August, 30, 2013 1.4 SUBMITTALS [NOT USED] 1 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.6 CLOSEOUT SUBMITTALS [NOT USED] 3 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.8 QUALITY ASSURANCE [NOT USED] 5 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.10 FIELD [SITE] CONDITIONS [NOT USED] 7 1.11 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.3.B – Added requirement of compliance with Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. 13 01 35 13 - 6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised August, 30, 2013 EXHIBIT A 1 (To be printed on Contractor’s Letterhead) 2 3 4 5 Date: 6 7 CPN No.: 8 Project Name: 9 Mapsco Location: 10 Limits of Construction: 11 12 13 14 15 16 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT 17 WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR 18 PROPERTY. 19 20 CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE 21 OF THIS NOTICE. 22 23 IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER 24 ISSUE, PLEASE CALL: 25 26 27 Mr. <CONTRACTOR’S SUPERINTENDENT> AT <TELEPHONE NO.> 28 29 OR 30 31 Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> 32 33 AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 34 35 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL 36 37 01 35 13 - 7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised August, 30, 2013 EXHIBIT B 1 2 3 4 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised March 20, 2020 SECTION 01 45 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City’s document management system, or another form of distribution approved by the City. Marine Creek Industrial CPN: 105774 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised March 20, 2020 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City’s Project Representative 4. Provide City’s Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City’s document management system. Marine Creek Industrial CPN: 105774 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised JULY 1, 2011 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City’s Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired Marine Creek Industrial CPN: 105774 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised JULY 1, 2011 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City’s established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control Marine Creek Industrial CPN: 105774 01 50 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised JULY 1, 2011 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on-call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities Marine Creek Industrial CPN: 105774 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised JULY 1, 2011 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Marine Creek Industrial CPN: 105774 01 55 26 - 1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised July 1, 2011 SECTION 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 34 71 13 – Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. Marine Creek Industrial CPN: 105774 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised July 1, 2011 1) Allow a minimum of 5 working days for permit review. 2) Contractor’s responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor’s responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City’s Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Marine Creek Industrial CPN: 105774 01 55 26 - 3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised July 1, 2011 Revision Log DATE NAME SUMMARY OF CHANGE Marine Creek Industrial CPN: 105774 01 57 13 - 1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised July 1, 2011 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 31 25 00 – Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. Marine Creek Industrial CPN: 105774 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised July 1, 2011 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review Marine Creek Industrial CPN: 105774 01 57 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised July 1, 2011 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE Marine Creek Industrial CPN: 105774 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised March 20, 2020 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City’s website at: https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City’s Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City’s Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City’s Standard Product List. C. Although a specific product is included on City’s Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer’s standard product. D. See Section 01 33 00 for submittal requirements of Product Data included on City’s Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] Marine Creek Industrial CPN: 105774 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised March 20, 2020 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City’s Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City’s website. Marine Creek Industrial CPN: 105774 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. Marine Creek Industrial CPN: 105774 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer’s recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer’s recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City’s Project Representative. 5. Provide off-site storage and protection when on-site storage is not adequate. a. Provide addresses of and access to off-site storage locations for inspection by City’s Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers’ unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City’s Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City’s Project Representative. Marine Creek Industrial CPN: 105774 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non-Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Marine Creek Industrial CPN: 105774 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application Marine Creek Industrial CPN: 105774 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 SECTION 01 70 00 MOBILIZATION AND REMOBILIZATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Mobilization and Demobilization a. Mobilization 1) Transportation of Contractor’s personnel, equipment, and operating supplies to the Site 2) Establishment of necessary general facilities for the Contractor’s operation at the Site 3) Premiums paid for performance and payment bonds 4) Transportation of Contractor’s personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor’s operation from 1 location to another location on the Site. b. Demobilization 1) Transportation of Contractor’s personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c. Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a. Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a) Transportation of Contractor’s personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a) Transportation of Contractor’s personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor’s operation at the Site necessary to resume the Work. 3) No Payments will be made for: a) Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c) Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a. Mobilization and Demobilization Marine Creek Industrial CPN: 105774 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a) Transportation of Contractor’s personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor’s operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a) Transportation of Contractor’s personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c) Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a. A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Mobilization and Demobilization a. Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a. Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price per each “Specified Remobilization” in accordance with Contract Documents. c. The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. Marine Creek Industrial CPN: 105774 01 70 00 - 3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 3. Remobilization for suspension of Work as required by City a. Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price per each “Work Order Mobilization” in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a. Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price per each “Work Order Emergency Mobilization” in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c. The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] Marine Creek Industrial CPN: 105774 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application Marine Creek Industrial CPN: 105774 01 71 23 - 1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised February 14, 2018 SECTION 01 71 23 1 CONSTRUCTION STAKING AND SURVEY 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Requirements for construction staking and construction survey 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. See Changes (Highlighted in Yellow). 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Construction Staking 14 a. Measurement 15 1) This Item is considered subsidiary to the various Items bid. 16 b. Payment 17 1) The work performed and the materials furnished in accordance with this 18 Item are subsidiary to the various Items bid and no other compensation will 19 be allowed. 20 2. Construction Survey 21 a. Measurement 22 1) This Item is considered subsidiary to the various Items bid. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this 25 Item are subsidiary to the various Items bid and no other compensation will be 26 allowed. 27 3. As-Built Survey 28 a. Measurement 29 1) This Item is considered subsidiary to the various Items bid. 30 b. Payment 31 1) The work performed and the materials furnished in accordance with this 32 Item are subsidiary to the various Items bid and no other compensation will be 33 allowed. 34 35 36 37 38 39 40 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised February 14, 2018 1.3 REFERENCES 1 A. Definitions 2 1. Construction Survey - The survey measurements made prior to or while 3 construction is in progress to control elevation, horizontal position, dimensions and 4 configuration of structures/improvements included in the Project Drawings. 5 2. As-built Survey –The measurements made after the construction of the 6 improvement features are complete to provide position coordinates for the features 7 of a project. 8 3. Construction Staking – The placement of stakes and markings to provide offsets 9 and elevations to cut and fill in order to locate on the ground the designed 10 structures/improvements included in the Project Drawings. Construction staking 11 shall include staking easements and/or right of way if indicated on the plans. 12 4. Survey “Field Checks” – Measurements made after construction staking is 13 completed and before construction work begins to ensure that structures marked on 14 the ground are accurately located per Project Drawings. 15 B. Technical References 16 1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw 17 website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards 18 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 19 on City’s Buzzsaw website). 20 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 21 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 22 Surveying in the State of Texas, Category 5 23 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. The Contractor’s selection of a surveyor must comply with Texas Government 26 Code 2254 (qualifications based selection) for this project. 27 1.5 SUBMITTALS 28 A. Submittals, if required, shall be in accordance with Section 01 33 00. 29 B. All submittals shall be received and reviewed by the City prior to delivery of work. 30 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 31 A. Field Quality Control Submittals 32 1. Documentation verifying accuracy of field engineering work, including coordinate 33 conversions if plans do not indicate grid or ground coordinates. 34 2. Submit “Cut-Sheets” conforming to the standard template provided by the City 35 (refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 36 37 1.7 CLOSEOUT SUBMITTALS 38 B. As-built Redline Drawing Submittal 39 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised February 14, 2018 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 1 constructed improvements signed and sealed by Registered Professional Land 2 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A 3 – Survey Staking Standards) . 4 2. Contractor shall submit the proposed as-built and completed redline drawing 5 submittal one (1) week prior to scheduling the project final inspection for City 6 review and comment. Revisions, if necessary, shall be made to the as-built redline 7 drawings and resubmitted to the City prior to scheduling the construction final 8 inspection. 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE 11 A. Construction Staking 12 1. Construction staking will be performed by the Contractor. 13 2. Coordination 14 a. Contact City and Developer’s Project Representative at least one week in 15 advance notifying the City of when Construction Staking is scheduled. 16 b. It is the Contractor’s responsibility to coordinate staking such that 17 construction activities are not delayed or negatively impacted. 18 3. General 19 a. Contractor is responsible for preserving and maintaining stakes. If City 20 surveyors or Developer’s Project Representative are required to re-stake for 21 any reason, the Contractor will be responsible for costs to perform staking. If 22 in the opinion of the City, a sufficient number of stakes or markings have been 23 lost, destroyed disturbed or omitted that the contracted Work cannot take place 24 then the Contractor will be required to stake or re-stake the deficient areas. 25 B. Construction Survey 26 1. Construction Survey will be performed by the Contractor. 27 2. Coordination 28 a. Contractor to verify that horizontal and vertical control data established in the 29 design survey and required for construction survey is available and in place. 30 3. General 31 a. Construction survey will be performed in order to construct the work shown 32 on the Construction Drawings and specified in the Contract Documents. 33 b. For construction methods other than open cut, the Contractor shall perform 34 construction survey and verify control data including, but not limited to, the 35 following: 36 1) Verification that established benchmarks and control are accurate. 37 2) Use of Benchmarks to furnish and maintain all reference lines and grades 38 for tunneling. 39 3) Use of line and grades to establish the location of the pipe. 40 4) Submit to the City copies of field notes used to establish all lines and 41 grades, if requested, and allow the City to check guidance system setup prior 42 to beginning each tunneling drive. 43 5) Provide access for the City, if requested, to verify the guidance system and 44 the line and grade of the carrier pipe. 45 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised February 14, 2018 6) The Contractor remains fully responsible for the accuracy of the work and 1 correction of it, as required. 2 7) Monitor line and grade continuously during construction. 3 8) Record deviation with respect to design line and grade once at each pipe 4 joint and submit daily records to the City. 5 9) If the installation does not meet the specified tolerances (as outlined in 6 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 7 the installation in accordance with the Contract Documents. 8 C. As-Built Survey 9 1. Required As-Built Survey will be performed by the Contractor. 10 2. Coordination 11 a. Contractor is to coordinate with City to confirm which features require as-12 built surveying. 13 b. It is the Contractor’s responsibility to coordinate the as-built survey and 14 required measurements for items that are to be buried such that construction 15 activities are not delayed or negatively impacted. 16 c. For sewer mains and water mains 12” and under in diameter, it is acceptable 17 to physically measure depth and mark the location during the progress of 18 construction and take as-built survey after the facility has been buried. The 19 Contractor is responsible for the quality control needed to ensure accuracy. 20 3. General 21 a. The Contractor shall provide as-built survey including the elevation and 22 location (and provide written documentation to the City) of construction 23 features during the progress of the construction including the following: 24 1) Water Lines 25 a) Top of pipe elevations and coordinates for waterlines at the following 26 locations: 27 (1) Minimum every 250 linear feet, including 28 (2) Horizontal and vertical points of inflection, curvature, 29 etc. 30 (3) Fire line tee 31 (4) Plugs, stub-outs, dead-end lines 32 (5) Casing pipe (each end) and all buried fittings 33 2) Sanitary Sewer 34 a) Top of pipe elevations and coordinates for force mains and siphon 35 sanitary sewer lines (non-gravity facilities) at the following locations: 36 (1) Minimum every 250 linear feet and any buried fittings 37 (2) Horizontal and vertical points of inflection, curvature, 38 etc. 39 3) Stormwater – Not Applicable 40 b. The Contractor shall provide as-built survey including the elevation and 41 location (and provide written documentation to the City) of construction 42 features after the construction is completed including the following: 43 1) Manholes 44 a) Rim and flowline elevations and coordinates for each manhole 45 2) Water Lines 46 a) Cathodic protection test stations 47 b) Sampling stations 48 c) Meter boxes/vaults (All sizes) 49 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised February 14, 2018 d) Fire hydrants 1 e) Valves (gate, butterfly, etc.) 2 f) Air Release valves (Manhole rim and vent pipe) 3 g) Blow off valves (Manhole rim and valve lid) 4 h) Pressure plane valves 5 i) Underground Vaults 6 (1) Rim and flowline elevations and coordinates for each 7 Underground Vault. 8 3) Sanitary Sewer 9 a) Cleanouts 10 (1) Rim and flowline elevations and coordinates for each 11 b) Manholes and Junction Structures 12 (1) Rim and flowline elevations and coordinates for each 13 manhole and junction structure. 14 4) Stormwater – Not Applicable 15 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY 18 PART 2 - PRODUCTS 19 A. A construction survey will produce, but will not be limited to: 20 1. Recovery of relevant control points, points of curvature and points of intersection. 21 2. Establish temporary horizontal and vertical control elevations (benchmarks) 22 sufficiently permanent and located in a manner to be used throughout construction. 23 3. The location of planned facilities, easements and improvements. 24 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 25 areas, utilities, streets, highways, tunnels, and other construction. 26 b. A record of revisions or corrections noted in an orderly manner for reference. 27 c. A drawing, when required by the client, indicating the horizontal and vertical 28 location of facilities, easements and improvements, as built. 29 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 30 construction staking projects. These cut sheets shall be on the standard city template 31 which can be obtained from the Survey Superintendent (817-392-7925). 32 5. Digital survey files in the following formats shall be acceptable: 33 a. AutoCAD (.dwg) 34 b. ESRI Shapefile (.shp) 35 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 36 standard templates, if available) 37 6. Survey files shall include vertical and horizontal data tied to original project 38 control and benchmarks, and shall include feature descriptions 39 PART 3 - EXECUTION 40 3.1 INSTALLERS 41 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised February 14, 2018 A. Tolerances: 1 1. The staked location of any improvement or facility should be as accurate as 2 practical and necessary. The degree of precision required is dependent on many 3 factors all of which must remain judgmental. The tolerances listed hereafter are 4 based on generalities and, under certain circumstances, shall yield to specific 5 requirements. The surveyor shall assess any situation by review of the overall plans 6 and through consultation with responsible parties as to the need for specific 7 tolerances. 8 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 9 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 10 1.0 ft. tolerance. 11 b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 12 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 13 walkways shall be located within the confines of the site boundaries and, 14 occasionally, along a boundary or any other restrictive line. Away from any 15 restrictive line, these facilities should be staked with an accuracy producing no 16 more than 0.05ft. tolerance from their specified locations. 17 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 18 electric lines, shall be located horizontally within their prescribed areas or 19 easements. Within assigned areas, these utilities should be staked with an 20 accuracy producing no more than 0.1 ft tolerance from a specified location. 21 e. The accuracy required for the vertical location of utilities varies widely. Many 22 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 23 should be maintained. Underground and overhead utilities on planned profile, 24 but not depending on gravity flow for performance, should not exceed 0.1 ft. 25 tolerance. 26 B. Surveying instruments shall be kept in close adjustment according to manufacturer’s 27 specifications or in compliance to standards. The City reserves the right to request a 28 calibration report at any time and recommends regular maintenance schedule be 29 performed by a certified technician every 6 months. 30 1. Field measurements of angles and distances shall be done in such fashion as to 31 satisfy the closures and tolerances expressed in Part 3.1.A. 32 2. Vertical locations shall be established from a pre-established benchmark and 33 checked by closing to a different bench mark on the same datum. 34 3. Construction survey field work shall correspond to the client’s plans. Irregularities 35 or conflicts found shall be reported promptly to the City. 36 4. Revisions, corrections and other pertinent data shall be logged for future reference. 37 38 3.2 EXAMINATION [NOT USED] 39 3.3 PREPARATION [NOT USED] 40 3.4 APPLICATION 41 3.5 REPAIR / RESTORATION 42 A. If the Contractor’s work damages or destroys one or more of the control 43 monuments/points set by the City or Developer’s Project Representative, the monuments 44 shall be adequately referenced for expedient restoration. 45 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised February 14, 2018 1. Notify City or Developer’s Project Representative if any control data needs to be 1 restored or replaced due to damage caused during construction operations. 2 a. Contractor shall perform replacements and/or restorations. 3 b. The City or Developer’s Project Representative may require at any time a 4 survey “Field Check” of any monument or benchmarks that are set be verified 5 by the City surveyors or Developer’s Project Representative before further 6 associated work can move forward. 7 3.6 RE-INSTALLATION [NOT USED] 8 3.7 FIELD [OR] SITE QUALITY CONTROL 9 A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the 10 City or Developer’s Project Representative in accordance with this Specification. This 11 includes easements and right of way, if noted on the plans. 12 B. Do not change or relocate stakes or control data without approval from the City. 13 3.8 SYSTEM STARTUP 14 A. Survey Checks 15 1. The City reserves the right to perform a Survey Check at any time deemed 16 necessary. 17 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 18 relieve the contractor of his/her responsibility for accuracy. 19 20 3.9 ADJUSTING [NOT USED] 21 3.10 CLEANING [NOT USED] 22 3.11 CLOSEOUT ACTIVITIES [NOT USED] 23 3.12 PROTECTION [NOT USED] 24 3.13 MAINTENANCE [NOT USED] 25 3.14 ATTACHMENTS [NOT USED] 26 END OF SECTION 27 28 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 8/31/2017 M. Owen Added instruction and modified measurement & payment under 1.2; added definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. 2/14/2018 M Owen Removed “blue text”; revised measurement and payment sections for Construction Staking and As-Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout submittal requirements; added acceptable depth 01 71 23 - 8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 CITY OF FORT WORTH Marine Creek Industrial STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN: 105774 Revised February 14, 2018 measurement criteria; revised list of items requiring as -built survey “during” and “after” construction; and revised acceptable digital survey file format 1 01 74 23 - 1 DAP CLEANING Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 SECTION 01 74 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. Marine Creek Industrial CPN: 105774 01 74 23 - 2 DAP CLEANING Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. Marine Creek Industrial CPN: 105774 01 74 23 - 3 DAP CLEANING Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on-site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] Marine Creek Industrial CPN: 105774 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application Marine Creek Industrial CPN: 105774 01 77 19 - 1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 SECTION 01 77 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City’s Project Representative. Marine Creek Industrial CPN: 105774 01 77 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion Marine Creek Industrial CPN: 105774 01 77 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor’s Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application Marine Creek Industrial CPN: 105774 01 78 23 - 1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 SECTION 01 78 23 OPERATION AND MAINTENANCE DATA PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 ½ inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer’s printed data, or neatly typewritten Marine Creek Industrial CPN: 105774 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly-leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. Marine Creek Industrial CPN: 105774 01 78 23 - 3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut-down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams Marine Creek Industrial CPN: 105774 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings Marine Creek Industrial CPN: 105774 01 78 23 - 5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 – title of section removed 4/7/2014 M.Domenech Revised for DAP Application Marine Creek Industrial CPN: 105774 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City’s Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. Marine Creek Industrial CPN: 105774 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". Marine Creek Industrial CPN: 105774 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. Marine Creek Industrial CPN: 105774 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH [Insert Project Name] STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS [Insert Project Number] Revised April 7, 2014 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application Marine Creek Industrial CPN: 105774 August 29, 2025 Project No. 25421 LGE Design Build 1200 North Levee Street Dallas, Texas 75207 ATTN: Mr. Ben Milner Re: Supplemental Geotechnical Recommendations Office/Warehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Gentlemen: Submitted here is are supplemental geotechnical recommendations for the above- referenced project. Results of the original geotechnical investigation were presented with recommendations in the report, Reed Engineering Group, Ltd., Project No. 25421, dated June 13, 2024, revised March 4, 2025. It is understood that Angle Avenue may be designed as a Private Roadway as opposed to a Public Roadway as presented in the original report. If Angle Avenue will be classified as a Private Roadway, it should be designed in accordance with the recommendations presented in the Pavement section of the original report. The pavement designer, typically the civil engineer, should review the anticipated traffic with the building owners or end users. If the anticipated traffic will vary from the values stated in the Pavement section of the original report, this office can provide alternative sections upon request. All other recommendations from the original report remain in effect. We trust this information will be sufficient for your needs. If any questions arise, do not hesitate to call. Sincerely, REED ENGINEERING GROUP, LTD. Registration Number F-3114 Ronald F. Reed, P.E. WBG/RFR/apv copy submitted via e-mail only r�EEn En�inE�wins �Rou� PROJECT NO. 25421 JiTNE, 2024 (REVISED MARCH, 2025) GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE BUILDINGS NW LOOP 820 AND MARINE CREEK PARKWAY FORT WORTH, TEXAS Presented To: LGE DESIGN BUILD DALLAS,TEXAS ��r� �n��n��in� GLOTF."�r,itn_ nhdb �a R p Ll P !�IJVIR[]hMEN7nL CL7NSUL1'ftPJiS June 13, 2024 Project No. 25421 (Revised March 4, 2025) LGE Design Build 1200 North Levee Street Dallas, Texas 75207 ATT`N: Mr. David Thornton GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE BUILDINGS NW LOOP 820 AND MARINE CREEK PARKWAY FORT WORTH, TEXAS Gentlemen: Transmitted herewith are copies of the referenced report. Should you have any questions concerning our findings or if you desire additional information, do not hesitate to call. _ .�.�� Sincerely, REED ENGINEERING GROUP, LTD Registration Number F-3114 / .�.v �. , _ � � ��.��s �,. _.� - . William Blake Gibson, P.E. Project Engineering Geologist �� Ronald F. Reed, P.E. Principal Engineer WBG/RFR/mt copy submitted via e-mail only � ��.�E a� TEk��t �* � *I ...... ... ... ... .. ... ... ... .. . .. W. 6LAKE GIBSQN ...... ... .. . .. . .. . .. . . � -��•. � 5��44 :� ��NAL �r'v- � = ��P� � 0 F TE�,q� �'1 ' �* � * � r *. :*� � � � RaNAL��F.��REEQ � j......................... � . �� : �I�li a,� •.1481� E�: '��``� 1� .SS��A� �� March 4, 2025 March 4, 2025 Z�4�•i 5TU7Z CRIVE. SIJI-fE •}�0 6P.LLAS.I�y. 752iY CiECiiECHRIC?.L ENGlNEERING ccl Z14.350.56p0 fax 2V4.35�.0019 EhlV1R�fJMEN7Al CONSUL7ING www.reed-engineering.�om C��15TRUCTIOM MATERIALS TESTING Ff E E L7 E I""I G I I""i E E R I I'"I G GROLJP TABLE OF CONTENTS PAGE INTRODUCTION................................................................................................... 1 ProjectDescription ...................................................................................... 1 Authorization................................................................................................2 Purposeand Scope ....................................................................................... 2 FIELD AND LABORATORY INVESTIGATIONS ............................................ 2 General.......................................................................................................... 2 FieldInvestigation ........................................................................................3 LaboratoryTesting ......................................................................................4 GENERAL SITE CONDITIONS ...........................................................................6 Physiography................................................................................................ 6 Geology and Stratigraphy ........................................................................... 6 GroundWater .............................................................................................. 10 Texas Health and Safety Code and TCEQ Comment .............................. 11 Seismic Site Classification ........................................................................... l l ANALYSIS AND RECOMMENDATIONS ..........................................................12 Potential Vertical Movements .....................................................................12 Foundations - General .................................................................................14 FoundationDesign ....................................................................................... 15 Grade Beams/Tilt-Wall Panels ................................................................... 20 FloorSlabs .................................................................................................... 21 SiteRetaining Walls .................................................................................... 29 Pavement Design Parameters — Angle Avenue ......................................... 32 Lime Stabilization of Subgrade .................................................................. 34 Recommended Pavement and Subgrade Section ...................................... 34 Earthwork, General .....................................................................................35 Earthwork..................................................................................................... 3 6 Pavement...................................................................................................... 40 PavementJoints ........................................................................................... 48 Construction Observation and Testing Frequency ...................................51 -i- FfEEE7 �n�in��wins GROLJP TABLE OF CONTENTS (Continued) ILLUSTRATIONS PLATE PLAN OF BORINGS ...............................................................................................lA PLAN OF ZONES ................................................................................................... 1B BORINGLOGS ....................................................................................................... 2-29 KEYS TO TERMS AND SYMBOLS USED .........................................................30&31 LABORATORY TEST RESULTS ........................................................................ 32-36 ABSORPTION PRESSURE SWELL TEST .........................................................37-47 2021 AERIAL PHOTOGRAPH ............................................................................. 48 INTERPRETIVE GEOLOGIC CROSS-SECTION A-A' ...................................49 INTERPRETIVE GEOLOGIC CROSS-SECTION B-B' ................................... 50 LOG OF TEST PITS ...............................................................................................51-56 APPENDIX PAGE REG PROJECT NO. 25089 - JLTNE INVESTIGATION - BORING LOGS, LABORATORY TESTING AND ABSORPTION PRESSURE SWELLTEST .......................................................................................................... 2 -ii- FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � R QL� P INTRODUCTION Project Description This report presents the results of a geotechnical investigation performed for a proposed industrial development to be located southwest of the intersection of Northwest Loop 820 and Marine Creek Parkway in Fort Worth, Texas. The general orientations of the buildings are shown on the Plan of Borings, Plate 1 of the report Illustrations. The project consists of three office/warehouse buildings, site retaining walls, and associated paving for parking and drives. Approximately 2,500 linear feet of roadway extension for Angle Avenue is also included. A specific classification for Angle Avenue has not been provided on the Fort Worth Master Thoroughfare Plan; therefore, the roadway will be designed as Industrial in accordance with the City of Fort Worth design standards. Based on the Grading Plan produced by Manhard Consulting, Ltd., dated November 26, 2024, finished floor elevations have been set and are summarized in Table 1, below. If any finished floor is modified in excess of one foot, this office should be contacted to allow for evaluation and modification of the recommendations, if necessary. TABLE 1. BUILDING DESIGNATIONS, PLAN SIZE, AND FINISHED FLOOR ELEVATIONS Building A 107,416 ft2 681.0 feet Building B Building C 141,416 ft2 201,552 ft2 683.2 feet 677.3 feet Project No. 25421 - 1- June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � R QL� P Authorization This investigation was authorized by Mr. Blake Wells of LGE — Texas, LLC by signature of the Consultant Services Agreement related to the Proposal No. 4-9 on April 29, 2024. Three additional exploratory borings were authorized on January 16, 2025. Purpose and Scope The purpose of this investigation has been to evaluate the general subsurface conditions and provide recommendations for: • design of the foundation systems; • floor slabs; • design of the site retaining walls; • pavement subgrade; and • site preparation and earthwork compaction criteria. The investigation has included drilling sample borings, performing laboratory testing, analyzing engineering and geologic data, and developing geotechnical recommendations. The following sections present the methodology used in this investigation. Recommendations provided herein are site-specific and were developed for the project discussed in the report Introduction. Persons using this report for other than the intended purpose do so at their own risk. Project No. 25421 - 2- June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G R gL� P FIELD AND LABORATORY INVESTIGATIONS General The field and laboratory investigations have been conducted in accordance with applicable standards and procedures set forth in the 2023 and 2024 Annual Book of ASTM Standards, Volumes 04.08 and 04.09, "Soil and Rock." These volumes should be consulted for information on specific test procedures. Field Investigation Subsurface conditions were originally evaluated by 17 sample borings drilled to depths of 10 to 35 feet in June 2023. Subsurface conditions were evaluated by an additional 21 sample borings drilled to depths of 10 to 28 feet in May 2024. Seven additional borings, the four roadway borings which were previously inaccessible and three exploratory borings within the footprint of Building C, were drilled to depths of 4-1/2 to 20 feet in February 2025. In addition to the soil borings, 16 test pits were performed at locations identified by others to depths of 10 to 18 feet to allow for confirmation or modification of the earthwork proposal. The locations of the borings from all three investigations are shown on Plate lA of the report Illustrations. Boring locations were identified using a GPS (global positioning system) unit. The accuracy of this unit is estimated to be within plus or minus one meter. Borings were advanced between sampling intervals by means of a truck-mounted drilling rig equipped with continuous flight augers. Samples of cohesive soils were obtained with 3-inch diameter Shelby tubes (ASTM D1587). Weathered limestone and unweathered limestone and calcareous shale were evaluated in situ using the Texas Department of Transportation (TxDOT) cone penetrometer test. Project No. 25421 - 3- June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P Delayed water level observations were made in the open boreholes to evaluate ground water conditions. Borings were backfilled at completion of field operations. For the May 2024 and February 2025 borings, sample depth, description of materials, field tests, water conditions, and soil classification [Unified Soil Classification System (USCS), ASTM D2488] are presented on the Boring Logs, Plates 2 through 29. Keys to terms and symbols used on the logs are included as Plates 30 and 31. Boring logs for the June 2023 investigation are presented in the report Appendix. Elevations shown on the May 2024 and February 2025 boring logs are approximate, and have been interpolated to the nearest foot based on topographic information prepared by Manhard Consulting, Ltd. dated May 21, 2024. Laboratory Testing All samples were returned to the laboratory and visually logged in accordance with the USCS. The consistency of cohesive soils was evaluated by means of a pocket penetrometer. Results of the pocket penetrometer readings are presented on the boring logs. Laboratory tests were performed to evaluate index properties, confirm visual classification and evaluate the undrained shear strength of selected samples. Tests and ASTM designations are provided in Table 2. Project No. 25421 - 4- June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � R QL� P TABLE 2. TESTS CONDUCTED AND ASTM DESIGNATIONS Type of Test ASTM Designation Atterberg Limits D4318 Moisture Content D2216 Partial Gradation Soil Suction Unconfined Compression (Soil) D1140 D5298 D2166 The results of these tests performed on the May 2024 and February 2025 borings are summarized on Plates 32 through 36. Results of the June 2023 laboratory tests are included in the report Appendix. In June 2023, the expansive characteristics of the severely weathered shale were also evaluated by means of four single-point, free-swell tests and five absorption pressure-swell tests conducted in accordance with general procedures discussed by Johnson and Snethenl. Results of the June 2023 swell tests are presented in the report Appendix. ' Johnson, L.D., & Snethen, D.R. (1978). 'Prediction of Potential Heave of Swelling Soil." Geotechnical Testing Journal, ASTM 1 (3), 117-124. Project No. 25421 - 5- June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P For the May 2024 and February 2025 investigations, the expansive characteristics of the severely weathered limestone and severely weathered to slightly weathered calcareous shale were also evaluated by means of 11 absorption pressure-swell tests conducted in accordance with general procedures discussed by Johnson and Snethen2. Results of the May 2024 and February 2025 swell tests are presented graphically on Plates 37 through 47. GENERAL SITE CONDITIONS Physiography The project site was fairly sloped. A northeast-southwest oriented drainage creek bisected the approximate western third from the eastern two-thirds of the site. The change of elevation across the site was on the order of 69 feet, from Elev. 705 to 636 feet. Within the footprints of the proposed buildings, the change of elevation was between 21 to 48 feet. At the time of both investigations, the site has been densely covered with mature trees and shrubs. A 2021 Google Earth aerial photograph has been included as Plate 48 for reference. Geology and Stratigraphy Interpretive Geologic Cross-Sections A— A' and B— B' have been prepared for visual reference and are included as Plates 49 and 50 of the report Illustrations. The plan locations of the cross- sections are shown on Plate lA. Stratigraphic lines shown on the cross-sections are interpretive only. Actual conditions between borings may vary significantly from those shown. � Johnson, L.D., & Snethen, D.R. (1978). 'Prediction of Potential Heave of Swelling Soil." Geotechnical Testing Journal, ASTM 1 (3), 117-124. Project No. 25421 - 6- June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G R gL� P Subsurface conditions encountered in the borings consisted predominantly of residual (weathered, in-place) soils transitioning to severely weathered grading to unweathered calcareous shale and limestone of the Cretaceous Fort Worth Limestone and Duck Creek Formations, undivided, near the contact of the Kiamichi Formation. As previously discussed, test pits were performed by others to allow for confirmation or modification of the earthwork proposal. Periodic observations of the test pits were performed. Logs of the test pits are presented on Plates 51 through 56. Uncontrolled fill was encountered at the surface of Borings B-22, B-30, and B-39 through B-41, consisting of dark brown, grayish-brown, brownish-yellow, reddish-yellow, and brown, high to moderate plasticity (CH to CL) silty clay and sandy clay, with varying amounts of sand, gravel, severely weathered limestone fragments, and wood fragments. It is opined that the soils classified as fill in Boring B-22 may be colluvium (gravity transported) soils as opposed to import material. The undocumented fill encountered in Borings B-39 through B-41 are associated with the unpaved access road along the propose alignment of Angle Avenue. Boring B-41 terminated within the undocumented fill at a depth of 4-1/2 feet. Alluvial soils were encountered in Borings B-19, B-32, B-35, and B-36. The alluvial soils in the northeast portion of the site, Borings B-19 and B-32, consisted of 6 to 10 feet of dark brown to reddish-brown, CH to CL silty clay with sand. Boring B-32 encountered a one-foot layer of clayey gravel (GC) with sand at a depth of 9 feet. The alluvial soil at the western side of the site, Borings B-35 and B-36 consisted of dark brown to brown, CH silty clay, with varying amounts of sand and gravel. Project No. 25421 - 7- June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P Residual (weathered, in-place) soils predominantly consisting of limestone particles, fragments, and nodules in a dark brown to brown silty clay matrix, were encountered either at the surface of the borings or below the fill, where applicable. The residual soil was generally encountered to depths of one to eight feet. Brownish-yellow, grayish-brown, light brown, and reddish-yellow, severely weathered calcareous shale and limestone with intermittent limestone seams and layers of hard to very hard (rock classification), tan, weathered limestone. Severely weathered calcareous shale and limestone possess the engineering properties of CH to CL silty clay and calcareous clay and have been dual-classified accordingly on the boring logs. Borings B-13, B-15 through B-17, B-23, B- 33, B-35, B-37, B-39, B-40, B-42, and E-1 terminated within the severely weathered strata at depths of 9-1/2 to 25 feet. Tan, hard to very hard (rock classification), weathered limestone and gray and olive, soft (rock classification), weathered calcareous shale, were encountered from the surface to depths of 23 feet (approximate Elev. 694 to 633 feet), depending on location. Fourteen borings encountered the weathered strata prior to encountering the severely weathered strata described in the previous paragraph. Borings B-26, B-34, B-36, and B-38 terminated within the weathered strata at depths of 10 to 25 feet. Intermittent beds, layers, and seams of gray, very hard (rock classification), unweathered limestone and dark gray, soft (rock classification), unweathered calcareous shale were encountered below depths of 8 to 25 feet (approximate Elev. 688 to 625.5 feet) in the remaining borings. The unweathered strata extended through the termination depths of the balance of the borings. Project No. 25421 - 8- June 13, 2024 (Revised March 4, 2025) F7EE�1 Ei-lG I I-iE EF3fl-lG � R QL� P Where not limited by shallow limestone, the seasonal zone of movement is estimated to be between six to eight feet for this site. Based on the suction profiles, the upper six to eight feet were generally moist in May 2024. Higher suction values were generally observed within the severely weathered strata. Select suction profiles are provided in the following graphs. 5uctianl0epth Profile - June 2023 Borings 0 s to � � t� a O 20 25 f B-5 30 fl 10,flOQ 20. i�0 30.u00 44, ]00 5oil Suetion jpsfj —x—B-7 50.�00 6D,a�0 Project No. 25421 - 9- June 13, 2024 (Revised March 4, 2025) x � 8-4 � B-5 FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � R QL� P SuctionlDepth Profile - May 2024 Borings 0 5 10 � � 15 �s ��x _ �. g Q- j �x -�8-19 d ? =-5-22 20 �B-23 -x-8-26 - -8-27 25 tB-32 +8-33 � B-35 30 , 0 1D,0�0 20,OQ0 30.OQ� 40,000 50,00� 60,D00 5ail 5uctian (psf} Ground Water Ground water seepage was observed during drilling operations in May 2024 in Borings B-18, B- 19, B-24, B-32, and B-38 at depths of 6 to 13 feet (approximate Elev. 689 to 668 feet). Ground water was present in Borings B-20, B-24, B-29, B-31, and the borings in which seepage was observed at depths of 3-1/2 to 21-1/2 feet (approximate Elev. 692.5 to 660. feet) at the end of the day of drilling in May 2024. Based on post-drilling water level observations, ground water was present at depths of 1-1/2 to 20 feet (approximate Elev. 692.5 to 630.5 feet) 1 to 7 days subsequent to drilling operations in 16 of the borings drilled in May 2024. Ground water was not observed during the February 2025 investigation. x Project No. 25421 - 10 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P Compared to the June 2023 borings, where no ground water was present during drilling, at the end of day, and in all except one boring for post-drilling observations, the observed ground water is anticipated to be due to a particularly wet season. When present seasonally, the ground water will be perched above the relatively impermeable unweathered limestone and calcareous shale in the overlying fill, alluvial soils, and residual soils and, to a lesser extent, within joints/fractures in the severely weathered to weathered strata. The depth to, and presence of, ground water will fluctuate with variations in seasonal and yearly rainfall. Texas Health and Safety Code and TCEQ Comment Pursuant to the Texas Health and Safety Code, Chapter 361, §361.538 and 30 Texas Administrative Code 330, §330.953, Reed Engineering Group, Ltd. has performed appropriate soil tests as required by these regulations to demonstrate that the subject property does not overlie a closed municipal solid waste landfill. The site observations and subsurface data do not indicate the presence of buried municipal solid waste at this site. Based on these data, development of this site should not require a Development Permit, as described in §361.532 and §§330.951- 330.963, Subchapter T. Seismic Site Classification The site has been classified with respect to seismic design criteria contained in the 2021 International Building Code (IBC), Section 1613, and ASCE 7-22, Chapter 20. The criteria require characterization of the upper 100 feet of subsurface materials. Based on the ASCE 7-22 criteria, the site is classified as Site Class C in accordance with Table 20.2-1. Project No. 25421 - 11 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P ANALYSIS AND RECOMMENDATIONS Potential Vertical Movements Potential movement of at-grade supported improvements will be of two types; those associated with seasonal variations in soil moisture and those associated with swelling of the clay below the zone of seasonal moisture fluctuation. Swelling of the zone below the upper seasonal zone is termed "deep-seated" movement. Based on the results of the field and laboratory tests and experience, the seasonal zone is considered to extend to approximate depths of three to eight feet, dependent on location and presence of CH clay above the intact limestone layer, where present. Silty clays and severely weathered to weathered shale below these depths are within the zone of deep-seated movement. The total potential movement (i.e., the sum of seasonal and deep-seated movement) is estimated to be one to five inches, dependent on location and presence of the �, severely weathered shale. Movements due to seasonal changes in the soil moisture are estimated to be one to two i,nches, depending on location. This movement will be cyclic, observed as shrinkage during the dry periods of the year and as swell or heave during wet climatic periods. This cyclic pattern can be limited by prudent watering during dry periods. Project No. 25421 - 12 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G R gL� P Potential movements attributed to deep-seated rise in soil moisture are calculated to be approximately one to three inches in Borings B-7, B-26, and B-32. In general, dry severely weathered calcareous shale was not encountered in the remaining borings; therefore, deep-seated movement is not anticipated throughout the site. Moisture gain in this layer is typically associated with ponding of surface water near the structures and excess irrigation. This movement will be observed as a general rise or heave and is not cyclic. In the absence of ground water, the time rate of deep-seated movement can be controlled or limited by careful maintenance of surface and subsurface water and drainage. Ground-supported improvements (i.e., sidewalks and paving) will move in response to changes in soil moisture. The movement will be observed as heave if the soils are dry at the time the pavement or sidewalk is constructed. The movement will be observed as settlement if the soils are moist at the time of construction. Generally, settlement will be limited to the outer perimeter (outer four to five feet) of larger slabs. Prudent watering during extended dry climatic periods can control settlement. Recommendations are provided to limit movement below the building; however, some movement of site paving and sidewalks should be anticipated. The estimated PVM is based on the Grading Plan produced by Manhard Consulting, Ltd., dated November 26, 2024. If any finished floor is modified in excess of one foot, this office should be consulted for additional analysis and recommendations, if necessary. Project No. 25421 - 13 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G R gL� P Foundations — General Two types of foundation systems have been considered: deep, pier and beam foundations; and shallow, spread or continuous footings. However, considering subsurface conditions, estimated potential vertical movement, existing grades, and the amount of fill required to achieve the proposed finished floor elevations, the use of shallow foundation systems is not recommended. The use of ground-supported floor slabs in conjunction with a pier and beam foundation support is considered the most osp itive option for the proposed office/warehouse buildings and will provide the highest degree of confidence that post-construction movement of the foundations will not occur. Based on the proposed finished floor elevations, at the completion of grading there will effectively be three conditions on-site: weathered to unweathered rock exposed at the surface; unweathered rock present at depths of between 15 to 25 feet; and unweathered rock at depths of greater than 30 feet. Straight-shaft piers founded in the unweathered limestone and calcareous shale will be the most positive option for the majority of the site; however, where the depth to unweathered strata is relatively deep, generally greater than 30 feet, the piers may be converted to friction piers founded within the severely weathered to weathered strata. Design parameters and associated recommendations for deep, pier and beam foundation systems and ground-supported floor slabs are provided in the following sections. Project No. 25421 - 14 - June 13, 2024 (Revised March 4, 2025) F7 E E�1 E i-1 G I I-i E E F31I-1 G G RC. L�P Foundation Design Foundation support for concentrated column loads should be provided by auger-excavated, straight-shaft, reinforced concrete piers. Two different foundation conditions will exist after grading; locations where gray, very hard limestone or dark gray calcareous shale is exposed, or relatively deep fill over undisturbed soils where the unweathered limestone or calcareous shale is much deeper. Accordingly, it is anticipated that multiple bearing materials, and subsequently pier lengths, will be used for foundations. To reduce the potential for confusion during construction, the same allowable bearing for both the gray, unweathered limestone and dark gray, unweathered calcareous shale is recommended. Table 3 has been prepared to summarize the design values for each of the above described conditions. TABLE 3. PIER TYPE AND DESIGN VALUES Pier Type/Bearing Depth Range Skin Friction (ksf) End Bearing (ksf) Material (feet) Friction Pier/Severely 0- 8 N.A. Weathered Calcareous g— 15 0.5 Shale or Severely 15 — 25 1.5 Weathered to Weathered Limestone 25+ 2•� Straight-Shaft/Gray Limestone or Dark Gray N.A. 3.0 Calcareous Shale 1. The depth ranges should be measured from the top of the pier. N.A. N.A. N.A. 10 30 Project No. 25421 - 15 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � RC. L�P For the friction piers, it is recommended that a minimum depth of 30 feet be used regardless of calculated pier lengths. Where unweathered limestone or calcareous shale is encountered within the upper 30 feet, the piers should be founded a minimum of 3 feet into the gray, unweathered limestone or dark gray, unweathered calcareous shale. For purposes of identification, recommended bearing and skin friction values may be used below a minimum seating depth of three feet. Where gray, unweathered limestone or dark gray, unweathered calcareous shale is exposed or near the surface, a minimum length of six feet or three pier diameters, whichever is greater, is recommended regardless of structural loading conditions. Due to the very hard nature of the weathered and unweathered limestone, snecialized drillin� eauipment will be necessary durin� pier shaft excavation. Piers proportioned in accordance with these allowable bearing and skin friction values will have a minimum factor of safety of three considering a shear or plunging failure. The weight of the pier concrete below final grade may be neglected in determining foundation loads. Properly constructed piers should undergo negligible post-construction settlement. Where weathered limestone to unweathered limestone or calcareous shale is not exposed at the surface, piers will be subjected to uplift associated with swelling within the upper soils. The piers should contain reinforcing steel throughout the pier shaft to resist the tensile uplift forces. Project No. 25421 - 16 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G R gL� P Reinforcing requirements may be estimated based on an uplift pressure of 1.2 kips per square foot (ks� acting over the top 8 feet of pier surface area. The recommended uplift value is considered a working load. Appropriate factors of safety should be applied in calculating the percent of reinforcement. "Mushrooming," or widening of the upper portion of the pier shaft, will significantly increase the uplift pressure from the upper clays. "Mushrooms" should be removed from the piers prior to backfill operations. Pier caps should not be used with the piers unless a minimum void of 6 inches (minimum factor of safety of 1.2) is created below the portion of the cap extending beyond the shaft diameter. Excavation of a void will not be necessary where intact, weathered limestone or unweathered limestone or calcareous shale is exposed below the pier caps. Where necessary, the void may be reduced to four inches considering proper implementation of subgrade modification as presented in the Floor Slabs section. Uplift resistance will be provided by negative friction within the gray, unweathered limestone and dark gray, unweathered calcareous shale. Resistance to uplift can be calculated using an allowable friction of 2.0 ks£ This value should be applied for all portions of the piers extending below the minimum two-foot penetration depth into the interbedded gray, unweathered limestone and dark gray, unweathered calcareous shale. Project No. 25421 - 17 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P Uplift resistance for the friction piers will be provided by negative friction within the severely weathered to weathered calcareous shale and limestone. Resistance to uplift can be calculated using an allowable friction of 1.0 ksf below 25 feet. Piers designed using the above value will have a minimum factor of safety of three considering a shear failure in uplift. The recommended end bearing and skin friction values are based on a minimum center-to-center spacing of the piers of two times the average pier diameter. If piers will be closer than two pier diameters, center-to-center, this office should be contacted to evaluate if a reduction in the skin friction and end bearing is recommended. Due to the presence of ground water during the wetter time of the year (May 2024), temporary casing during pier shaft construction may be necessary. If seasonally necessary, the casing should be seated a sufficient distance into the gray, unweathered limestone and dark gray, unweathered calcareous shale to prevent infiltration of ground water and sloughing of soils into the pier shaft excavation. Test piers may be considered prior to construction to evaluate the need for casing. However, significant ground water was not encountered during the July 2023 field investigation, and is not anticipated through the majority of the year. The use of casing or dewatering of pier excavations should not be required if close coordination of drilling and concrete placement is performed. Pier excavations should be dry and free of deleterious materials prior to concrete placement. In no case should the pier shaft excavations remain open for more than six hours prior to concrete placement. Project No. 25421 - 18 - June 13, 2024 (Revised March 4, 2025) F7 E E�1 E i-1 G I I-i E E F31I-1 G G R gL� P Continuous observation of the pier construction by a representative of this office is recommended. Observation is recommended to confirm the bearing stratum and that the excavations are dry prior to placement of concrete. It is anticipated that the piers may be analyzed for lateral loading. "L-Pile" software is frequently used for lateral load analysis of piers. Geotechnical input parameters for L-Pile analysis are provided in Table 4 below. TABLE 4. L-PILE INPUT PARAMETERS Severely FiIl/Residual Weathered Unweathered Material Type Weathered Soil Limestone Shale/Limestone Depth Range Undrained Cohesion (psfl Unit Weight (pcfl Subgrade Modulus (pci) Strain Factor (E5o) Compressive Strength (psi) Young Modulus RQD (%) Krm Varies 500 125 150 0.02 - - 20, 000 - - 50 - - 0.0005 Shale/Limestone Varies Varies 1, 000 - 125 130 250 - 0.007 - - 300 Varies 135 500 70,000 75 0.0004 Project No. 25421 - 19 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P Pier loading criteria was not available at the time of this writing. The specific pier diameter, head fixity, and load should be analyzed. A minimum pier spacing of two piers diameters, center-to- center is recommended to limit stress overlap. This office can assist once more specific lateral loading recommendations are needed, if desired. Grade Beams/Tilt-Wall Panels Grade beams or tilt-wall panels should be constructed with a minimum void of 6 inches (minimum factor of safety of 1.2) beneath them. A void is recommended to limit potential foundation movements associated with swelling of the underlying soils. Excavation of a void will not be necessary where intact, weathered limestone or unweathered limestone or calcareous shale is exposed below the grade beams/tilt-wall panels. Sufficient excavation will be necessary to assure that the tilt panels are resting on the piers. Where necessary, the void may be reduced to four inches considering proper implementation of subgrade modification as presented in the Floor Slabs section. The void can be created below grade beams by use of wax-impregnated cardboard forms or beneath tilt panels by over-excavating the required void space prior to panel erection. Retainer boards along the outside of the grade beam or tilt-wall panel will not be necessary. Grade beams should be double-formed. Earth-forming of beams below ground is not recommended because of the inability to control the beam excavation width. Project No. 25421 - 20 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G R gL� P Fill on the outside of perimeter grade beams and/or tilt walls should be placed in a controlled manner. Backfill should consist of site-excavated soils, or equal, placed and compacted in accordance with the Earthwork section. If bedding soils must be used adjacent to the perimeter of the buildings, the clay/bedding soil interface should be sloped to drain away from the buildings. Compaction criteria are included in the Earthwork section. Floor Slabs A number of factors affect the performance of the floor slabs, to include traffic and wheel loads, quality of the concrete, joint treatment and condition of the subgrade. The two factors which affect the condition of the subgrade are related to post-construction movement and strength of the subgrade. The following sections address the potential for movement and alternatives to reduce the potential and or probability of the movement occurring. The strength of the subgrade is addressed in the Modulus of Subgrade Reaction subsection. The recommendations below are based on the Grading Plan produced by Manhard Consulting, Ltd., dated November 26, 2024, which can be seen on Plate 1 A. If any finished floor elevation is modified in excess of one foot, this office should be consulted for additional analysis and recommendations. Potential movements associated with heave from a dry condition to a moist condition and existing grades are estimated to be on the order of one to five inches, depending on location. Additional movement is possible if the clays become saturated, such as can happen from utility leaks and excessive ponding of water adjacent to the perimeter walls. Project No. 25421 - 21 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � R QL� P Two types of floor systems are considered feasible; suspended floors and ground-supported (or "floating") slabs. The suspended floor is considered the most expensive but does provide the highest degree of confidence that post-construction movement of the floor will not occur. If this alternative is desired, a minimum void of 10 inches (approximate factor of safety of 2) is recommended between the soil and the lowest structural element of the floor systems. For this alternative, plumbing lines should be suspended a minimum of six inches above the underlying soils. Where plumbing lines transition into the soil, they must be free to move up to five inches without intercepting the structures or distressing plumbing joints. Use of ground-supported floors are feasible, provided the risk of some post-construction floor movement is acceptable. The botential movement can be reduced by proper implementation (i.e., construction) of remedial earthwork recommended in the following paragraphs. The risk of the potential movement occurring can be reduced by implementation of positive grading of surface water away from the buildings and backfilling immediately adjacent to the structures with on-site silty clays. In some locations of the slabs, excavation into the weathered and unweathered limestone will be required to achieve finished elevations. Placement of concrete directly on top of intact limestone can result in the concrete experiencing irregular cracking. This is a result of the concrete not having a smooth surface for plastic shrinkage and thermal expansion and contraction. It is recommended that a minimum of two inches of crushed limestone, fle�ble base, or "select" fill be placed directly below the concrete where intact limestone is exposed. Project No. 25421 - 22 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G R gL� P The most economical way of limiting the potential for post-construction floor movement, and the most positive from a design perspective, is to reduce the potential for heave-related movement prior to construction of the floors. This can be accomplished mechanically excavating the upper soils, mixing the soils with water, then recompacting the soil at an elevated moisture in controlled lifts. At completion of the excavation and recompaction process, a surface seal will be required to maintain the desired moisture in areas where clay is used as fill. Four types of surface seals can be provided: • a minimum of 12 inches of "select" fill; • a minimum of 12 inches of crushed on-site limestone; • a minimum of 6 inches of flexible base; or • lime stabilization of the top 6 inches of soil with a minimum of 6 percent hydrated lime at completion of reworking. Project No. 25421 - 23 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G R gL� P This method of pre-wettin� the soils is not effective unless the water is uniformlv blended with the soil. Simply wetting the surface of the soil will not achieve the required result. General procedures are as follows. 1. Strip vegetation and dispose of the organic materials in accordance with the project specifications. 2. Excavate to the elevations presented in Table 5. In all areas of the site except within Building C, Zone II, excavations may be terminated on intact limestone if encountered above the specified elevation. Within Building C, Zone II, it will be necessary in some areas to excavate the weathered limestone to reach the recommended excavation elevation. Plan locations for Zones withing Building C are presented on Plate 1B. Extend the footprint of the excavated area a minimum of 5 feet beyond the general building lines and a minimum of 10 feet beyond entrances. The lateral extent of the treated area should be reviewed by the owner and design team to address desired reduction of movement outside the structures and surface paving. TABLE 5. REMEDIAL EARTHWORK BY BUILDING Building Designation Finished Floor Elevation Excavation Elevation Building A 681 feet 670 feet�'> : . .: Building C 683.2 feet 677.3 feet 675 feet�'> 655 feet�'> 1. For areas of the site not within Building C, Zone II, excavations may be terminated on top of intact limestone. Within Building C, Zone II, it will be necessary in some areas to excavate the weathered limestone to reach the recommended excavation elevation. 3. Where excavations do not terminate on intact limestone, scarify the exposed subgrade to a depth of 6 inches, water as necessary and recompact to the density and moisture recommended in the Earthwork section. Project No. 25421 - 24 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G R QL� P 4. Compact site-excavated soils in lifts as outlined in the Earthwork section to the subgrade required for the desired moisture cap. Place and compact soils in accordance with recommendations in the Earthwork section. • Note: If insufficient on-site fill exists to achieve the proposed subgrade for the "select" fill, flexible base, or crushed limestone options, all imported fill for use below the buildings should consist of "select", flexible base, crushed limestone, or approved common fill. Balance on-site soils to provide a uniform thickness of "select", flexible base, or crushed limestone. 5. Place and compact the surface moisture barrier, consisting of either: • 12 inches of "select" fill; • 12 inches of crushed on-site limestone; • 6 inches of flexible base; or • stabilize the top 6 inches of recompacted soil with a minimum of 6 percent hydrated lime. Placement recommendations for "select" fill, flexible base, and crushed on-site limestone are included in the Earthwork section. Lime stabilization should be conducted in accordance with TxDOT "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges," 2014 Edition, Item 260. Lime-stabilized soils should be compacted to a minimum of 95 percent of Standard Proctor density, ASTM D698. The cap is recommended to protect the moisture in the subgrade and create an increased subgrade strength. It is not intended to be an all-weather working surface that supports heavy equipment during construction. If an all-weather working surface is desired, this office should be consulted for additional recommendations. Project No. 25421 - 25 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P The perimeters of the excavations should be sloped, from the bottom up, at one horizontal to one vertical (1H:1V) to create a transition between reworked soils and non-reworked soils. This will decrease the potential for concentrated differential movement between treated and untreated areas. If the building pads are excavated in strips or "cells", the side slopes of each cell (in all four directions) should be sloped, from the bottom up, at 1H:1V. It is critical that the excavation for each adjacent cell completely overlap the preceding cell. Other Considerations - The moisture cap should be placed within approximately seven working days following completion of the excavation and recompaction operations to limit moisture loss. Due to the very hard nature of the weathered and unweathered limestone, specialized equipment should be anticipated during site grading and for processing of excavated limestone, if desired. Careful consideration should be given to the actual area treated to reduce movement. The potential for post-construction heave will be reduced in the treated areas; however, areas left untreated will result in differential movement. In general, it is recommended the treated area extend beyond the buildings to reduce the potential for differential movement among the building, the sidewalk and entrance pavement, or in areas where site paving is relatively flat because of drainage or ADA considerations. The lateral extent of the treated area should be reviewed by the owner and design team to address desired reduction of movement outside the structure and surface paving. Project No. 25421 - 26 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � R QL� P Potential post-construction floor movements associated with heave, considering a properly reworked subgrade, is anticipated to vary from zero to less than one inch. Additional movement, especially during construction, is possible if the soils become saturated as can happen from utility leaks, ponding of water adjacent to the slabs during construction, and excessive ponding of water adjacent to the perimeter walls after construction. Positive drainage of water away from the structures must be provided and maintained after construction. Architectural detailing of interior finishes should allow for approximately one inch of differential floor movement. However, the desired Floor Flatness/Floor Levelness (FF/FL) will need to be provided and analyzed with the recommended subgrade modification and pad cap described above. In general, pads constructed and capped properly and timely using any of the four recommended procedures will limit movement and provide FF and FL numbers in the range of 25 to 35 for FF and 20 to 25 for FL. The need for a more robust cap, and even recommended construction sequence may be necessary if the desired long-term FF/FL numbers are higher than FF of 35 and FL of 25. A minimum 10-mil thick polyethylene sheet is recommended below the floors to limit migration of moisture through the slabs from the underlying soils (note, ASTM E1745 recommends a minimum 15-mil poly). This is of particular importance below sections of the floors covered with carpeting, paint, or tile. Penetrations and lapped joints should be sealed with a waterproof tape. Project No. 25421 - 27 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P Depending on final grading and prevailing weather, intermittent ground water should be anticipated within joints and fractures in the weathered and unweathered limestone. Seepage pathways through joints and fractures are difficult to predict. If water-bearing fractures are encountered during construction, it may be feasible to construct a limited pocket drain at any isolated locations of seepage. This option will require on-site analysis upon completion of excavation operations. Modulus of Subgrade Reaction — The preceding sections discussed alternatives to reduce the potential and or probability of post-construction floor movement. Four alternatives were provided to seal the moisture into the subgrade to reduce construction related moisture loss. The alternatives included lime stabilization of approximately 6 inches of clay, placement of 12 inches of "select" fill, placement of 12 inches of crushed on-site limestone, or placement of 6 inches of flexible base. The modulus of subgrade reaction is dependent upon the size of the area that is uniformly loaded. In other words, product stacked to a uniform pressure over a wide area "loads" the subgrade to a deeper depth than the same product loaded in racks with point loads transmitted to the floor at the rack legs. Considering any of these four options, it is recommended the floor slabs be designed for tire and rack loads using a modulus of subgrade reaction, k, of 150 pounds per cubic inch (pci). This value is applicable considering placement of a minimum of 12 inches of "select" fill, placement of 12 inches of crushed on-site limestone, placement of 6 inches of flexible base, or lime Project No. 25421 - 28 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � R QL� P stabilization of 6 inches of subgrade with a minimum of 6 percent hydrated lime over the prepared subgrade. To achieve the recommended modulus, compaction of the "select" fill, flexible base, crushed on-site limestone, and lime-stabilized clay to the specified density will be required. Materials disturbed by the construction equipment immediately prior to placement of the concrete will reduce the allowable modulus. Since the modulus of subgrade reaction varies dependent upon the size of the area to be loaded, it is recommended the value of k be reduced to 75 pounds per cubic inch (pci) for loaded areas greater than 3 feet by 3 feet, up to an area of 8 feet by 8 feet. For loaded areas with a footprint greater than 8 feet by 8 feet, it is recommended the k value be reduced to 50 pci. Various alternatives are available to increase the effective modulus of subgrade reaction, and will be addressed if desired. Site Retaining Walls Retaining walls will be subject to lateral load associated with lateral earth pressure. The magnitude of the earth pressure will be a function of: • the type and compaction of backfill behind the walls within the "active zone"; and • the allowable rotation of the top of the wall. The "active zone" is the wedge of soil defined by the surface of the wall and a plane inclined 45° from the vertical passing through the base of the wall (or the base of the heel for a cantilevered wall). Project No. 25421 - 29 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G R gL� P Considering backfill using site-excavated materials within the "active zone", compacted in lifts to the density and moisture outlined in the Earthwork section, the lateral earth pressure can be estimated based on an equivalent fluid pressure of 55 pounds per cubic foot (pc� "active" pressure or 75 pcf "at-rest" pressure. Rotation, or lateral movement of the top of the wall, equal to 0.02 times the height of the wall will be necessary for on-site soil backfill for the "active" condition. Alternatively, imported "select" fill may be used as backfill in the wedge of soil in the "active zone" as defined above. Considering "select" fill compacted in lifts to the density and moisture in the Earthwork section, lateral earth pressure can be estimated based on an equivalent fluid pressure of 40 pounds per cubic foot (pc� "active" pressure or 60 pcf "at-rest" pressure. For cantilevered walls with a passive key, lateral earth pressure on the key should be estimated based on the values for on-site soil above. Lateral movement of the top of the wall equal to 0.001 times the height of the wall will be necessary for the "active" pressure condition for "select" fill backfill. The lateral pressures are applicable for horizontal surface grades and non-surcharged, drained conditions. A drainage system should be installed behind the base of retaining walls to limit development of excess hydrostatic pressures. The drainage system should consist, as a minimum, of 12-inch by 12-inch pocket drains spaced approximately 15 feet on center, installed near the base of the wall. Project No. 25421 - 30 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P Fill in the pocket drains should consist of durable crushed stone such as ASTM C33, Size 67 or coarser, wrapped in filter fabric (ADS 600 or equivalent). If the "select" fill option to reduce lateral pressures is used, a compacted clay cap is recommended within the upper two feet of the surface to limit surface water infiltration behind the walls. Retaining walls may be founded on spread or continuous footings placed a minimum of 18 inches into undisturbed, on-site soils or compacted and tested fill. Footings should be proportioned for a maximum bearing pressure of 2,500 pounds per square foot (ps�. Movement of the footings and walls should be anticipated. Softer, flexible walls are recommended. Solid concrete walls should be battered into the soil to limit outward rotational movement caused by differential footing movement. Passive resistance to lateral movement can be estimated based on an equivalent fluid pressure of 300 pcf for on-site materials. This value is applicable for footings founded on undisturbed, on- site soils or compacted and tested fill. In addition to passive resistance, a coefficient of friction between the base of the footing and the underlying soil equal to 0.35 may be used. The lateral earth pressure values do not incorporate specific factors of safety. Factors of safety, if applicable, should be integrated into the structural design of the wall. Any earth slope greater than eight feet in height should be evaluated for global stability. This also applies to slopes combined with retaining walls that have a combined height in excess of eight feet. Global stability analysis was not witl�in the scope of the present investigation. This office can assist in the analysis if desired. All constructed slopes should be vegetated as soon as possible. Use of erosion control fabric is recommended during vegetation of the slopes. Project No. 25421 - 31 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � R QL� P The recommendations above are applicable for retaining walls that are not subject to inundation by water. Modification of the recommendations may be necessary for wet applications (such as detention ponds, water features and along creek beds). This office should be provided with grading plans and wall layouts to review for any necessary modifications to the recommendations for wet applications. Pavement Design Parameters — Angle Avenue In accordance with the City of Fort Worth Pavement Design Manual, Angle Avenue has been designated an Industrial Street. Annual one direction Equivalent 18-Kip Single-Axle Loads (ESALs) of 200,000, with a 2 percent annual growth rate, and a design life of 30 years was provided by the City of Fort Worth. Based on a calculation for 30 years, the total number of ESALs was calculated to be 8,113,616 for one direction of Angle Avenue. The input parameters for the pavement analysis, in accordance with the City of Fort Worth Pavement Design Manual, are provided in Table 6. Project No. 25421 - 32 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � R QL� P TABLE 6. SUMMARY OF INPUT PARAMETERS Parameter Concrete Compressive Strength Modulus of Subgrade Reaction (k) Concrete Modulus of Rupture Concrete Elastic Modulus Reliability Overall Standard Deviation Initial Serviceability Index Terminal Serviceability Index Load Transfer Coefficient Overall Drainage Coefficient (Cd) Input Values 3,600 psi 250 pci 620 psi 4,000,000 psi 90% 0.39 4.5 2.25 3.0 1.0 Project No. 25421 - 33 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P Lime Stabilization of Subgrade A specific lime series was not performed on the subgrade soils. The recommended percent lime is based on correlations developed by the National Lime Association3. Based on extensive experience with local conditions, the percent lime from this publication is generally conservative. Site-specific testing upon completion of initial grading may allow for a modification in the recommended percent lime. Recommended Pavement and Subgrade Section The following section has been calculated based on the above discussion. Ri�id Pavement 10" concrete, minimum compressive strength of 3,600 pounds per square inch (psi), over 8" lime-stabilized subgrade, 6 percent hydrated lime (36 pounds per square yard), compacted to a minimum of 95 percent Modified Proctor, ASTM D1557, at or above optimum moisture. The above sections are based on the stated analysis and traffic conditions. If the anticipated traffic will vary from the stated values, this office can provide alternative sections upon request. ' McDowell, C. (1972). "Flexible Pavement Design Guide." The National Lime Association, Bulletin 327, Washington, D.C., 3. Project No. 25421 - 34 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � R QL� P Earthwork, General Proper compaction of soil requires both the correct moisture content and "compactive effort" or energy. The compactive effort, or energy, imparted into the soil by the equipment used for compaction, has to be compatible with the lift thickness. The lighter the equipment (lower contact pressure), the thinner the loose lift of soil has to be to achieve adequate compaction. If the lift of soil is too thick for the energy (compactive effort) exerted by the equipment, insufficient energy will be transferred through the full lift thickness, resulting in a lens of loose, settlement-prone soil at the bottom of the lift. For example, if track-mounted equipment such as a"dozer" is used for compaction, the thickness of lift will vary with the track contact pressure. For a Caterpillar D-6, with a contact pressure of approximately 1,000 psf, a maximum loose lift thickness of 6 inches (compacted lift of 4 inches) is needed to achieve compaction. For a Caterpillar D-10, with a contact pressure of approximately 3,000 psf, a maximum loose lift thickness of 8 inches (compacted lift of 6 inches) is needed to achieve compaction. Project No. 25421 - 35 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � R QL� P If the upper five to six inches of an excessively thick lift is well compacted, it can meet density, and therefore the loose, relatively thin lens at the bottom of the lift will not be detected by density testing resulting in the potential for settlement of under-compacted lenses. Accurately determining lift thickness is virtually impossible after the fact in large-scale mass earthwork operations, and can only be controlled by the earthwork contractor by "experience". Alternatively, if the earthwork contractor's field personnel do not have sufficient experience, a surveyor would need to be hired to accurately survey each lift to evaluate if excessive lifts are being placed. For equipment with a relatively light contact pressure (any type of equipment with a contact pressure of less than approximately 2,000 ps�, there is virtually no "factor of safety" relative to the lift thickness. It is therefore recommended that, if track-mounted equipment is used for compaction, equipment with a minimum contact pressure of 2,500 psf be specified for mass earthwork operations. Earthwork All vegetation and topsoil containing organic material should be cleared and grubbed at the beginning of earthwork construction. Based on the amount of cut and fill across the site, it is anticipated that the soils will be eXcavated and processed first. When used in fill, all limestone fragments larger than six inches should be broken down or removed from the fill prior to compaction. Project No. 25421 - 36 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P It is recommended that two different compaction requirements be used for the fill. Prior to placement of fill, the subgrade should be scarified to a depth of 6 inches and recompacted as outlined below, depending upon the depth. Soils or crushed limestone placed at depths in excess of 15 feet below finished pad elevations or finished grades should be recompacted to a minimum of 100 percent and a maximum of 105 percent of the maximum density, as determined by ASTM D698, "Standard Proctor". The moisture content should range from optimum to +4 percentage points above optimum. Soils or crushed limestone placed at depths of less than 15 feet below finished pad elevations or finished grades should be recompacted to a minimum of 95 percent and a maximum of 100 percent of the maximum density, as determined by ASTM D698, "Standard Proctor". The moisture content should range from +2 to +6 percentage points above optimum. It is recommended that a test pad be constructed prior to the start of earthwork operations. The purpose of this test pad is to confirm the contractor's means and methods and the geotechnical recommendations. A minimum pad height of four feet should be constructed in accordance with the recommendations presented in the Floor Slabs section. A trench should then be excavated through the compacted test pad. Soil eXposed in the side walls should be evaluated to confirm compacted lift thickness and moisture content is in accordance with recommendations presented and discussed in the Earthwork, General section. Soil samples should be obtained using a Harris Ring, or equivalent sampler, to confirm compaction and moisture recommendations. Bearing, moisture, and compactive effort should also be confirmed using pocket penetrometer and/or static cone readings. Project No. 25421 - 37 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P Depending on the variability of soils and contractor equipment, multiple test pads may be necessary. Considering the wide variation in the quality and preparation techniques in developing the Moisture-Density relationship (ASTM D698), if testing of the fill is not performed by Reed Engineering Group. Ltd., it is recommended that the testing agency perform one-point swell tests at a pressure of 450 psf on laboratory samples compacted to the above recommended density and moisture. If test results indicate that the swell will exceed one percent, the field moisture should be adjusted to limit the potential for swell to less than one percent. Site-excavated soils should be placed in maximum eight-inch loose lifts (note, loose lift thickness must be compatible with the compaction equipment) and compacted to the moisture and density requirements outlined above. The soils should be uniformly blended with water to achieve the required moisture content. The final 6 inches of subgrade below pavement should be compacted to a minimum of 95 percent of Standard Proctor, at or above optimum moisture. Areas where compaction utilizing hand-held equipment will be required, such as for site utilities and perimeter "leave-out strips" (tilt-wall construction), should be compacted to a density of between 95 and 100 percent of Standard Proctor, at a moisture content of between +2 to +6 percentage points above optimum. Project No. 25421 - 38 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P Proper backfilling around the building perimeters will reduce the potential for water seepage beneath the structures. Fill against the perimeters of the foundations should consist of site- excavated soils, or equal, placed and compacted in accordance with the recommendations outlined above. "Select" fill is defined as uniformlv_ blended clayey sand with a Plasticity Index (PI) of between 4 and 15. "Select" fill should be placed in maximum 8-inch loose lifts and compacted to at least 95 percent of the Standard Proctor density, at a moisture content between -2 to +3 percentage points of optimum moisture. Flexible base for use below the building slabs is defined as crushed stone or crushed concrete meeting the requirements of the 2014 Edition of the Texas Department of Transportation (TxDOT), "Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges", Item 247 Grade 2, Type A(crushed limestone), or Type D(crushed concrete) or better. Flexible base should be compacted to a minimum of 95 percent of Standard Proctor density, at a moisture content between -2 to +3 percentage points of optimum moisture. Site-excavated or imported limestone fill may be used in lieu of clayey sand as "select" fill. Limestone fill should be placed in ma�mum loose lifts of 9 inches and compacted to at least 95 percent Standard Proctor. All limestone fragments larger than six inches should be broken down or removed from the fill prior to compaction. Limestone placed within six inches of the final grade should be reduced in size to three inches or less. Project No. 25421 - 39 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G R gL� P Lime stabilization should be conducted in accordance with TxDOT "Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges," 2014 Edition, Item 260. Lime-stabilized soils should be compacted to a minimum of 95 percent of Standard Proctor density, ASTM D698 at or above optimum moisture content. The moisture cap should be placed within seven days over the modified subgrade to limit moisture loss within the underlying soils. Crushed stone utilized for the drainage system behind retaining walls should consist of durable gravel meeting ASTM C33 Size 67 or coarser. Gravel should be placed in maximum 8-inch loose lifts and compacted to a minimum of 60 percent of the relative density as determined by ASTM D4254. Pavement As discussed in the Potential Vertical Movements section, the potential vertical rise (PVR) is on the order of one to five inches, depending on location. If this magnitude of potential movement of the pavement is acceptable, no remedial earthwork will be necessary. If it is not acceptable, it is recommended that subgrade modification be performed. This office can assist with different depths of subgrade modification versus PVR, if desired. If subgrade modification is limited to the building envelopes, site grading should account for the potential movements beyond the treated area of the building. Project No. 25421 - 40 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G R gL� P In some locations of the paving, excavations into the weathered and unweathered limestone will be required to achieve finished elevations. Placement of concrete directly on top of intact limestone can result in the concrete experiencing irregular cracking. This is a result of the concrete not having a smooth surface for thermal expansion and contraction. It is recommended that a minimum of 2 inches of crushed limestone or flexible base be placed directly below the concrete where intact limestone is exposed. The specific pavement section will be dependent upon: 1. traffic loads and frequency; 2. pavement type and strength; 3. desired pavement life and ending condition; and 4. strength and condition of the subgrade. Information regarding the specific traffic loads and frequency is not available. Therefore, analysis was performed for a range of traffic conditions, and design thickness versus traffic load diagrams were developed. The pavement designer, typically the civil engineer, should review the anticipated traffic with the building owner or end user. If the anticipated traffic will vary from the stated values in the following paragraphs, this office can provide alternative sections upon request. Project No. 25421 - 41 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � R QL� P The pavement type has been identified as concrete. Analysis was performed for both 3,000 pounds per square inch (psi) and 4,000-psi compressive strength concrete. A 20-year life was used for the analysis. Total pavement life was based on a six-day week. Analysis was performed in accordance with procedures developed by the American Association of State Highway and Transportation Officials (AASHTO). The upper surface soils consist of CH clays and limestone particles and fragments (GC). When these soils are moist, they are relatively soft. For purposes of pavement analysis, the subgrade was assumed to be recompacted in accordance with the density and moisture recommendations in the Earthwork section and in a moist condition. An effective modulus of subgrade reaction, k, of 100 pci was used for the analysis. The effective k value of the subgrade can be increased to 200 pci by stabilization of the upper 6 inches with a minimum of 6 percent hydrated lime. Site specific testing should be performed to allow for adjustment of the percent lime. Lime should be placed and compacted in accordance with Item 260 of the current edition of TxDOT "Standard Specifications for Construction of Highways, Street and Bridges." The lime-stabilized subgrade should be compacted to a minimum of 95 percent Modified Proctor, ASTM D1557, at or above optimum moisture. Generally, it is more cost effective to increase the pavement thickness than to lime-stabilize the subgrade. Stabilization is also recommended if the traffic speed eXceeds 30 miles per hour (mph). Project No. 25421 - 42 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P Considering the above discussion, analysis was made for both unlimited repetitions of cars and light trucks and for multiple repetitions of loaded tractor trailers. Analysis indicates a pavement thickness of 4.5 inches of 3,000-psi concrete will be adequate for car and light truck traffic. A minimum 5-inch section over a scarified and recompacted subgrade is recommended. Pavements subject to multiple repetitions of tractor-trailer traffic were analyzed using both 3,000- and 4,000-psi concrete. Trailers were assumed to be loaded to the maximum allowable weight, 80 kips, consisting of two sets of tandem axles loaded to 32 kips and one 16-kip axle. Recommended sections for various rates of truck traffic, based on number of repetitions per day for a six-day week, are provided in the following tables considering a subgrade k value of 100 pci and 200 pci. The sections are based on 20-year service life. The values presented in Tables 7 through 10 below represent the minimum thickness of the pavement section that should be constructed for the corresponding traffic volume. Allowance for variations, change to the pavement layout, or anticipated building use that can occur during construction should be incorporated in the plan. Project No. 25421 - 43 - June 13, 2024 (Revised March 4, 2025) F7 E E�1 E i-1 G I I-i E E F31I-1 G � R QL� P TABLE 7. (K=100 PCI) NUMBER OF TRUCK REPETITIONS VS. PAVEMENT THICKNESS 3,000-PSI COMPRESSIVE STRENGTH Pavement Thickness (inches) No. of Repetitions (per day) 6(minimum recommended for fire lanes) 7 8 9 10 9 22 52 110 212 TABLE 8. (K=100 PCI) NUMBER OF TRUCK REPETITIONS VS. PAVEMENT THICKNESS 4,000-PSI COMPRESSIVE STRENGTH Pavement Thickness (inches) No. of Repetitions (per day) 6 7 8 9 10 13 33 82 163 310 Project No. 25421 - 44 - June 13, 2024 (Revised March 4, 2025) F7 E E�1 E i-1 G I I-i E E F31I-1 G � R QL� P TABLE 9. (K=200 PCI, LIME-STABILIZED SUBGRADE) NUMBER OF TRUCK REPETITIONS VS. PAVEMENT THICKNESS 3,000-PSI COMPRESSIVE STRENGTH Pavement Thickness (inches) No. of Repetitions (per day) 6(minimum recommended for fire lanes) 7 8 9 10 13 33 65 130 244 TABLE 10. (K=200 PCI, LIME-STABILIZED SUBGRADE) NUMBER OF TRUCK REPETITIONS VS. PAVEMENT THICKNESS 4,000-PSI COMPRESSIVE STRENGTH Pavement Thickness (inches) No. of Repetitions (per day) 6 7 8 9 10 19 49 101 196 370 The values are based on Terminal Serviceability Index (pr) of 2.0, Overall Standard Deviation (Sa) of 0.35, Reliability (R) of 90 percent, Load Transfer Coefficient (J) of 3.2, and Drainage Coefficient (Ca) of 1.0. Poor surface drainage can affect the drainage coefficient and can lead to decreased design life. Project No. 25421 - 45 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P Analysis of Tables 7 and 8 indicates an approximate 44 to 57 percent increase in the number of truck repetitions can be obtained by increasing the concrete strength from 3,000 psi to 4,000 psi. An increase of approximately 90 to 153 percent is realized by increasing the thickness of the pavement by 1 inch. Analysis of the allowable repetitions was also performed considering a stabilized subgrade (Tables 9 and 10). For any given pavement thickness and strength of concrete, an increase in the number of repetitions equal to 15 to 50 percent of the non-stabilized repetitions is realized. Site specific testing should be performed to allow for adjustment to the recommended percent lime. Considering the relative costs associated with stabilizing the subgrade, a greater increase in repetitions (i.e., pavement life) is realized by increasing the pavement thickness or strength versus stabilization of the subgrade. Pavements should be lightly reinforced if shrinkage crack control is desired. Reinforcing for 5- and 6-inch pavements should consist of the equivalent of #3 bars (metric #10) at 24 inches on center, and 18 inches on center for pavements of 7-inch thickness or greater. Pavement sections should be saw-cut at an approximate spacing in feet of 2.5 to 3 times the pavement thickness expressed in inches, not to exceed a maximum spacing of 20 feet. (For example, a 5-inch pavement should be saw-cut in approximate 12.5- to 15-foot squares.) The actual joint pattern should be carefully designed to avoid irregular shapes. Load transfer devices Project No. 25421 - 46 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G RC. L�P at transverse joints should be provided as necessary. Recommended jointing techniques are discussed in detail in "Guide for Design and Construction of Concrete Parking Lots," published by the American Concrete Institute4. At the truck courts of the buildings where the pavement abuts the building, it is recommended that the last six inches of pavement be swept up three to four inches to decrease the chances of water ponding adjacent to the buildings. The above sections are based on the stated analysis and traffic conditions. The pavement designer, typically the civil engineer, should review the anticipated traffic with the building owner or end user. This includes the locations of fire lanes with respect to truck ingress/egress through entrances, trailer storage, and the truck aprons and docks. If the anticipated traffic will vary from the stated values above, this office can provide alternative sections upon request. Additional thickness or subgrade stabilization may be required to meet the City of Fort Worth development code. 4"Guide for Design and Construction of Concrete Parking Lots" (1987). American Concrete Institute, Publication MSP 34, Silver Spring, MD. Project No. 25421 - 47 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � R QL� P Pavement Joints Detailing of the pavement is beyond the proposed scope of geotechnical services. However, the following discussion is offered to assist the pavement designer and reduce some of the typical ambiguity associated with joint detailing. There are four common types of pavement joints: contraction or saw joints, isolation joints, construction j oints, and expansion j oints. Each of these are defined and discussed in the following paragraphs. Contraction Joints — Contraction or saw joints are installed in concrete to reduce the potential for random shrinkage cracks associated with drying of the plastic concrete. Concrete shrinks (contracts) at an approximate rate varying from 0.0002 incl�/inch to 0.0008 incl�/inch, dependent upon the specific water to cement ratio. The higher shrinkage is for a higher water to cement ratio. Using an average coefficient of 0.00047 incl�/inch results in 0.56 inches of shrinkage per 100 feet of pavement. The general "rule of thumb" is to space contraction joints three times the concrete thickness, where the thickness is expressed in inches and the spacing is expressed in feet, up to a maximum spacing of 20 feet. For example, a 6-inch thick pavement should have contraction joints spaced at approximately 18 feet on-center. Project No. 25421 - 48 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G R gL� P The joint is commonly constructed by sawing a groove to a depth of approximately 1/3 the thickness of the slab. The purpose of this groove is to create a weakened plane, thus inducing a shrinkage crack to form. The weakened plane must be constructed while the concrete remains relatively plastic, generally within the first four to six hours of placement, or else shrinkage cracks will have already formed. A limited amount of mild steel is generally used to reduce formation of random contraction j oints. The typical amount of steel is #3 reinforcing bars (metric #10) at approximately 24 inches on center for 5- and 6-inch pavement. The spacing is typically reduced to 18 inches on center for pavements of 7-inch thickness or greater. Local practice is to extend the reinforcing uninterrupted through the saw joint. This practice can restrict formation of the joint, leading to an increase in the potential for shrinkage cracks occurring outside the formed joint. This practice is however, beneficial from an expansive soil perspective in that it reduces the potential for opening of un-reinforced joints associated with heave of the subgrade. Isolation Joints — Isolation joints are placed in concrete to separate various elements. For example, an isolation joint is generally used where concrete pavement abuts the building foundation. There is generally no structural connection between the two constructed elements. Construction Joints — Construction joints are required by the contractor to delineate various placement operations. An example of a typical construction joint is the bulkhead at the end of a pour, or the bulkhead used to delineate individual pour strips. Project No. 25421 - 49 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G G R gL� P Transfer of stress through a typical contraction (saw) joint is a result of interlocking of the concrete aggregate in the non-sawed portion of the joint and the steel traversing the joint. Because the construction joint is formed, there is no interlocking of the concrete aggregate. For this reason, it is recommended that as a minimum, the quantity of contraction steel be doubled through a construction joint. For example, if the contraction steel is equal to #3 bars at 18 inches on center, it is recommended that additional #3 bars be added, spaced 9 inches from the contraction steeL The added bars should be a minimum of three feet in length centered at the formed joint. Alternatively, smooth dowels can be used to increase the amount of reinforcing through the construction joint. The amount of dowel steel varies and should be detailed by the pavement designer. Expansion Joints — Expansion joints are used in concrete to allow for thermal expansion and or contraction. The thermal coefficient of concrete varies dependent upon the coarse aggregate from approximately 6.6 x 10-6/°F for quartz to 3.8 x 10-6/°F for limestone. The majority of coarse aggregate used in concrete within the North Texas region consists of limestone; therefore, the lower value of the thermal coefficient is considered to be applicable. Use of 3.8 x 10-6/°F results in an estimated 0.46 inches of expansion or contraction per 100 feet of concrete per 100°F change in the concrete temperature. Based on the calculation presented for the average plastic shrinkage, the potential for thermal expansion (0.46 inches per 100 feet of concrete per 100°F) is less than the average anticipated plastic shrinkage (0.56 inches per 100 feet of concrete). Project No. 25421 - 50 - June 13, 2024 (Revised March 4, 2025) FI E E�1 E 1-1 G I I-i E E F3 I I-1 G � R QL� P In conclusion, the above analysis indicates that for the average construction project and where limestone is used for the coarse aggregate, the need for expansion joints is limited in most areas of the pavement, provided contraction joints are active (i.e., allowed to open by limiting reinforcing). However, consideration should be given to placing expansion joints in specific areas of the pavement slabs, particularly where relatively small pavement sections are confined by two large, rigid elements such as entrance drives bounded by large parking lots on both sides. Construction Observation and Testing Frequency It is recommended the following items (as a minimum) be observed and tested by a representative of this office during construction. Observation: • Fill placement and compaction. • Pier construction and concrete placement. Testin�: • Earthwork • One test per 5,000 square feet per lift withiti fills below the buildings. • One test per 10,000 square feet per lift within fills in the paving area. • One test per 150 linear feet per lift in utility and grade beam backfill. • One test per 1001inear feet per lift in retaining wall backfill. The purpose of the recommended observation and testing is to confirm the proper foundation bearing stratum and the earthwork and building pad construction procedures. Project No. 25421 - 51 - June 13, 2024 (Revised March 4, 2025) LEGEND 9 BORINGS DRILLED IN JUNE 2023. -� BORINGS DRILLED IN MAY 2024. I � I� I 0 100' 200' 400' REE� I ENGINEERING E��ao�ME�:a� �o�s��;.�:s I G R O U P PLAN OF BORINGS Office/Warehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Project No. 25421 PLATE 1A LO°P $20 � �N��Rs� P�� - � � ,� �� . ev� ,_ � �\��,��C�y'��_ . .yya.. _ � r� r i i � � 1��\ � e� ` v �-�� `` � €F r� � � ��\\ � _ ��:,�_.�� v�� .��_, �� '��: ��y.a�� I �. 0 � � ��;,,,,�, ;.., _�-, . �:..�'��. . � `�, % � , � � BUILDINGB '��:��`•'•�:A`,�:��`��,� � � � �� 141,416 S.F. , AA��: ;':A\ ` �'� �� !vti1t��; �% �, �� , -- _ F.F.E. = 683.20 � �.A �' �'; :A\,;�� ' � ;��/��;/�/�� A��y�� '% �/ \ I � ; (\ , � � `�`, �.;titia°`!, � � ��`��'' . � ' � �,� �':`; � ��`�� , :�� __ ,_ `�;; REMEDIAL EARTHWORK BY BUILDING Building Designation Finished Floor Elevation Excavation Elevation (See Note) Building A 681 feet 670 feet"' Building B 683.2 feet 675 feet"' Building C 677.3 feet 655 feet"' NOTE: 1. For areas of the site not within Building C, Zone II, excavations may be terminated on top of intact limestone. Within Building C, Zone II, it will be necessary in some areas to excavate the weathered limestone to reach the recommended excavation elavation. �� t\ J' � � ��. ��,,,. . � ��.� ��`��i�� '� ti� • � �.. � �� ! , � :a�_��I1 � ,� '�" �,,�r � :`-� �_'�: _ � , � � �_ ', �� d/1� �I,'j , � BUILDING C ' '� , 201,5526.F. �� -��, ,%F.F.E.=6]].30"�'�� :, \� �. � . � : � � b�.�., �' ��\y� Z 0 N E I I� � ��"`\;; ' i/' 1/l, � �350'�:+� �� ;�,,y,, �,, �, . ;�� ,� ; 11��,1i' 1� j ',; �q '', 1�� `'''' 3 �I I' j. '� �i ��'� 1 I ��''�i ±�,I 1�,,,1�. tll � I � I 0 100' 200' 400' I REE� I ENGINEERING rq q�r G R O U P ceorecHwcn� nN� ENviRONMEN L CONSULI 5 � � oR�, l � ,;_,' I PLAN OF ZONES i y,��r ��,,'�� Office/Warehouse Buildings Ttl� NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Project No. 25421 PLATE 1B REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/14/2024 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Depth � � � Q a �ft� �� s� � DESCRIPTION OF STRATA � `4� � y>'' ` LIMESTONE FRAGMENTS, w/dark brown silty clay matrix (GC) � LIMESTONE, tan, hard to very hard, w/calcareous clay seams & � layers, weathered � �. � / 5� � � LIMESTONE, gray, very hard, w/some shale seams � 10�� 1� �� 20 — 25 — 30 — Total Depth = 15 feet Seepage encountered @ 6' during drilling. Water @ 4-1/2' after E minutes. Water @ 3-1/2' & blocked @ 11-1/2' @ end of day. Water @ 3-1/2' & blocked @ 11' on 5/15/2024. BORING LOG B-18 Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ na� 694 - i 1Nate el on 5/15/2024 : �: Seepage durin.g d ' ' g; _ 687 - 100 Blows =:1 inch : 100 �lows: = 1 /2: inCh : PLATE 2 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/15/2024 Depth � � � Q � 0 (ft) m � a f6 � � `4� 5—� � 10� 15� 20� � 25 — � 30 — Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas DESCRIPTION OF STRATA /SILTY CLAY, dark brown to reddish-brown, hard to very stiff, w/trace of sand & gravel (CH) /SILTY CLAY, pale brown & brownish-red, medium stiff to stiff, _ �w/sand (CL - ML) LIMESTONE, tan, hard to very hard, w/silty clay seams, weathered /SILTY CLAY, yellowish-red & brownish-yellow, hard, w/limestone � particles & fragments, & some limestone seams (CL) / ��" LIMESTONE, tan, hard to very hard, weathered /- SILTY CLAY, brownish-yellow, w/limestone fragments (CH - CL) SILTY CLAY, yellowish-brown & grayish-brown, hard � (severely weathered calcareous shale) (CH) -w/limestone seam @ 19.5' LIMESTONE, light gray, very hard _- SHALE, dark gray, soft, calcareous Total Depth = 28 feet Seepage encountered @ 13' during drilling. Water @ 18' after 5 minutes. Water @ 16' & blocked @ 26' @ end of day. Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ bbJ 678.5 677 - 676 ^ � 673 - - 671 - Seepage durin.g drilljng; 670 - 663.5 660 658.5 100 Blows:= 3 inches : BORING LOG B-19 PLATE 3 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/13/2024 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Depth � � � Q a �ft� �� s� � DESCRIPTION OF STRATA � `4� yy'; LIMESTONE NODULES, in brown silty clay matrix (GC) �c _ � �� CALCAREOUS CLAY, brownish-yellow & reddish-yellow, very stiff to hard, w/limestone seams / (severely weathered limestone) (CL) 5 � / _ / � � LIMESTONE, tan, hard to very hard, weathered �� 10� �� LIMESTONE, light gray, very hard, w/gray shale seams � 1� �� _ Total Depth = 15 feet - Dry after 6 minutes. Water @ 10' & blocked @ 12-1/2' @ end of day. Water @ 3-1/2' & blocked @ 10-1/2' on 5/14/2024. 20 — 25 — 30 — BORING LOG B-20 Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ na� i 1Nater level on 5/14/2024 : 692 - — �IE - - 100 Blbws = 1 inch 687 - � 685 - 1:OO:BIpwg =:1-9/2:inChes : PLATE 4 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/14/2024 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Depth � � � Q a �ft� �� s� � DESCRIPTION OF STRATA � `4� \ yy'; LIMESTONE FRAGMENTS, in brown silty clay matrix (GC) �c � CALCAREOUS CLAY, light brown & brownish-yellow, stiff to � � hard, w/limestone seams / (severely weathered limestone) (CL - CH) / 5 � / /� LIMESTONE, tan, hard to very hard, weathered � �. � 10�� 15� __ 20� \ / 25 — 30 — -w/5" calcareous clay layer @ 11' _- SHALE, dark gray, soft, calcareous �_ -w/light gray, very hard limestone layer @ 18-1/2' Total Depth = 21 feet Dry after 5 minutes. Dry & blocked @ 20-1/2' @ end of day. Water @ 13' & blocked @ 17-1/2' on 5/15/2024. BORING LOG B-21 Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ bbJ 681 - 677.5 100 Blaws = 1/2: i ch : 672 - i: 1A/ater level cjn 5/1:5/Z 4 _ 667 _ 664.5 _ 1b0 �laws:= 1/2:inch : PLATE 5 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/23/2024 Depth (ft) Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas � � U Q o o L � �- DESCRIPTION OF STRATA E �� o � � �s-'C� J / SILTY CLAY, dark brown, grayish-brown & brownish-yellow, medium stiff to very stiff, w/some sand & gravel, & trace of wood _ fragments (Fill) (CH) � 5� SILTY CLAY, brownish-yellow & reddish-yellow, hard, w/severely weathered fragments (Fill) (CH) jSILTY CLAY, brownish-yellow & grayish-brown, hard (severely / weathered calcareous shale) (CL) / 10� / _ / _ / �/ SHALE, gray & olive, soft, weathered, calcareous �� 15� � � � � ___ SHALE, dark gray, soft, calcareous 20 — -- �� -- Total Depth = 21.5 feet Dry after 5 minutes. Dry & blocked @ 21-1/2' @ end of day. 25— Water @ 20' & blocked @ 21' on 5/24/2024. 30 — BORING LOG B-22 Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ b/t5 673 - - 671 - 665 - 661.5_ i: 1A/ater level cjn 5/24/2024 ; _ 1:OO:BIows =:8-�/2:inches : - - PLATE 6 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/24/2024 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Location: See Plate 1 standard renetranon iests N -- � Blows per Foot -� Depth �� Q� io 2o so ao 5o so Elev. E �� o DESCRIPTION OF STRATA �ft� � � a� J Pocket Penetrometer Readings �ft� fn �{9 Tons Per Sq. Ft. -�'E �. 1.� a� 5+ 4.5++ i'�'" LIMESTONE, tan, hard to very hard, fragmented, weathered niu - �. - - � - - 5_ � CALCAREOUS CLAY, brownish-yellow & pale brown, very stiff to _: _ 665.5_ � / hard /( s e v e r e l y w e a t h e r e d l i m e s t o n e) ( C L) i: 1A/ater level cjn /3:1/2024 ; /` / SILTY CLAY, reddish-yellow, brownish-yellow & grayish-brown, 663 - _ hard, w/some iron stains _ (severely weathered calcareous shale) (CH) 10� — - 15� - - 20� ,. - 25 � — - _ Total Depth = 25 feet - Dry after 5 minutes. Dry & blocked @ 23-1/2' @ end of day. Water @ 6' & blocked @ 9' on 5/31/2024. 30 — BORING LOG B-23 PLATE 7 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/13/2024 Depth � � � Q a 0 (ft) m � a f6 � � `4� � � 5 �� 10� � 15�� \/ 20 — 25 — 30 — Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas DESCRIPTION OF STRATA y'` LIMESTONE PARTICLES & FRAGMENTS, in dark brown silty `. clay matrix (GC) � _ LIMESTONE, tan, hard to very hard, w/silty clay seams, �" fragmented, weathered - � LIMESTONE, tan, hard to very hard, w/calcareous clay seams, � weathered , i 1 SILTY CLAY, yellowish-brown, hard, w/some iron-stained seams (severely weathered calcareous shale) (CH) _- SHALE, dark gray, soft, calcareous =- -w/very hard limestone layer @ 15' Total Depth = 18 feet Seepage encountered @ 7' during drilling. Water @ 5' after 5 minutes. Water @ 4-1/2' & blocked @ 15' @ end of day. Water @ 5' & blocked @ 10' on 5/14/2024. Location: See Plate standard renetranon iests Blows per Foot - � 10 20 30 40 50 60 Pocket Penetrometer Readings Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ 1��4�1�' �oi�-��/�1d%�� : Seepage during drilling _ �IE 'E00 Blpws =:1 inch : 1:OO:BIows =:1-�/2:inches : Elev. (ft) nia 678.3 - 676 - 672 666 - 664 - BORING LOG B-24 PLATE 8 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/13/2024 Depth � � � Q a 0 (ft) m � a f6 � � `4� � 5 � 10� � 15� \ / 20 — 25 — 30 — Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas DESCRIPTION OF STRATA y>'' ` LIMESTONE FRAGMENTS, w/silty clay matrix (GC) ,6 � LIMESTONE, tan to very hard, w/silty clay seams, weathered �- � /SILTY CLAY, brownish-yellow & reddish-yellow, hard / (severely weathered calcareous shale) (CL) �� LIMESTONE, tan, hard to very hard, w/severely weathered calcareous shale seams & layers, weathered LIMESTONE, light gray, very hard Total Depth = 16 feet Dry after 5 minutes. Water @ 10' & blocked @ 13-1/2' @ end of day. Water @ 2' & blocked @ 10' on 5/14/2024. Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ na4 1/Vater Jevel pn 5/14/�024 ; 692.5 690 - - 688 - 683 - 1OO Blbws = 1-1/2 inGhe's BORING LOG B-25 PLATE 9 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/23/2024 Depth � � � Q a 0 (ft) m � a f6 � � `4� _ � _ � 5— 10� 15 � � 20� � 2ti �/ 30 — Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas DESCRIPTION OF STRATA Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ b5t5 655 650 - i: 1/Vater Jevel pn 5/24/�024 _ 635 1:OO:BIows =:2-�/2:inches : LIMESTONE NODULES in dark brown, silty clay matrix (GC - GP) SILTY CLAY, brownish-yellow & grayish-brown, stiff to very stiff, w/calcareous deposits (CH) CALCAREOUS CLAY, pale brown, yellowish-brown & grayish-brown, hard, w/limestone seams & layers (severely weathered limestone) (CH - CL) LIMESTONE, tan, hard to very hard, weathered Total Depth = 25 feet Dry after 5 minutes. Dry & blocked @ 22' @ end of day. Water @ 16' & blocked @ 17-1/2' on 5/24/2024. BORING LOG B-26 PLATE 10 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/24/2024 Depth � � � Q a 0 (ft) m � a f6 � � `4� 5—\ 10� 15� 20� � 2ti �/ Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas DESCRIPTION OF STRATA jSILTY CLAY, grayish-brown, medium stiff to stiff, w/some / limestone particles & fragments, calcareous deposits (CL) � � � / -w/limestone seams @ 4.5' / / -w/brownish-yellow below 6.5' / � SILTY CLAY, brownish-yellow & reddish-yellow, very stiff, � w/some fossils (CL) / / /� CALCAREOUS CLAY, pale brown & brownish-yellow, hard / (severely weathered limestone) (CL - CH) / / / / � LIMESTONE, tan & gray, hard to very hard, weathered �- �� LIMESTONE, gray & tan, very hard, weathered _- SHALE, dark gray, soft, w/very hard limestone seams, — — calcareous _ Total Depth = 25 feet - Dry after 5 minutes. Dry & blocked @ 22' @ end of day. Water @ 1-1/2' & blocked @ 10' on 5/31/2024. 30 — BORING LOG B-27 i Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ b53 ,: Waterlevsl on 5/3:1/2024 : 648.5 _ _ 646.5 _ 645 - 641 636 - 634 — 633 - 100 Blouvs:= 7 iriches : PLATE 11 GEOTECHNICAL CONSULTANTS -� REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/3/2024 Depth � � � Q a 0 (ft) m � a f6 � � `4� \ � _\ /� , � � 5 �� 10�� 15� � 20� \ / 25 — 30 — Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas DESCRIPTION OF STRATA Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ a.5++ ' bbG 681 - 679 - 10a Blbws = 1 inch 100 Blaws = 1/2: inch : 671 - 670 - � : - 666 i: Water Jevel on 5/14/2024 _ 'f00 Blows =:1 inch : LIMESTONE FRAGMENTS, in dark brown silty clay matrix (GC) LIMESTONE, tan, hard to very hard, fractured, weathered LIMESTONE, tan, hard to very hard, w/some calcareous clay seams, weathered -w/calcareous clay layer @ 11' SHALE, gray & olive, soft to hard, w/limestone seams, slightly weathered, calcareous LIMESTONE, gray, very hard, w/soft dark gray shale seams Total Depth = 21 feet Dry after 5 minutes. Dry & blocked @ 20-1/2' @ end of day. Water @ 17' & blocked @ 19-1/2' on 5/14/2024. BORING LOG B-28 PLATE 12 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/13/2024 Depth � � � Q � 0 (ft) m � a f6 � � `4� _\ _� � 5� � 10� �� 15� � �� 20 — � 2ti �/ 30 — Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas DESCRIPTION OF STRATA y>'' ` LIMESTONE PARTICLES & FRAGMENTS, in dark brown silty -6 ` clay matrix (GC) LIMESTONE, tan, hard to very hard, weathered SILTY CLAY, brownish-yellow, very stiff, w/limestone nodules (severely weathered calcareous shale) (CH) /SILTY CLAY, light brown & brownish-yellow, hard, w/limestone — /seams & layers / (severely weathered calcareous shale) (CL) / / / / � i / / -w/gray limestone seam (a� 12' ` " LIMESTONE, tan & gray, hard to very hard, w/some calcareous - � , clay layers, weathered � ' � LIMESTONE, gray, very hard, w/dark gray shale seams Total Depth = 25 feet Dry after 5 minutes. Water @ 21-1/2' & blocked @ 22' @ end of day. Water @ 10' & blocked @ 20-1/2' on 5/14/2024. Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ na.s 691.5 690.5 689 - Water Jevel on 5/14/2024 ' _ 681 - 680.5 1:OO:BIows =:1-3/2:inches : 1 q0 Blows: = 1/2: in�h ; — 673 - 1:OO:BIows =:1-�/2:inches : BORING LOG B-29 PLATE 13 GEOTECHNICAL CONSULTANTS -� REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/15/2024 Depth (ft) Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas � � U Q o o L a �- DESCRIPTION OF STRATA E �� o � � �s-'C� J / SANDY CLAY, brown, ve� stiff (Fill) (CL) — / SILTY CLAY, brownish-yellow, hard to very stiff, w/limestone fragments (CL - CH) � �� 5— � 10�� 15� \/ 20 — 25 — 30 — LIMESTONE, tan, hard to very hard, weathered LIMESTONE, light gray to gray, very hard Total Depth = 16 feet Dry after 5 minutes. Dry & blocked @ 14-1/2' @ end of day. Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ b b:7 684.5 _ 'E00 Blbws =:1 inch : 682 100 Blaws = 1/2: inch : 674 - 100 Blbws = 1 inch BORING LOG B-30 PLATE 14 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/13/2024 Depth � � � Q a 0 (ft) m � a f6 � � `4� 5 =__ �� 10— � \/ 15— Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas DESCRIPTION OF STRATA yy'; LIMESTONE FRAGMENTS, in silty clay matrix (GC) �c � �� SILTY CLAY, brownish-yellow, hard, w/limestone seams (severely weathered calcareous shale) (CL) /� i�" LIMESTONE, tan, hard to very hard, w/severely weathered �- limestone seams, weathered � LIMESTONE, light gray, very hard -w/gray shale below 11' Total Depth = 13 feet - Dry after 5 minutes. Water @ 8' & blocked @ 10-1/2' @ end of day. Water @ 4-1/2' & blocked @ 10' on 5/14/2024. 20 — 25 — 30 — BORING LOG B-31 Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ nan 693 - Wa4er level on 5/14/2024 � ' 690.5 100 Blbws = 1 inch 688 685 - 1 �0 €.ilows = 2 inches : PLATE 15 GEOTECHNICAL CONSULTANTS -� REED ENGINEERING GRUUP Office/Vllarehouse Buildings Project Number : 25421 NW Loop 820 and Marine Creek Parkway Date Completed : 5/14/2024 Fort wortn, Texas Location: See Plate 1 standard renetranon iests N -- � Blows per Foot -� Depth �� Q� io 2o so ao 5o so Elev. E �� o DESCRIPTION OF STRATA �ft� � � a� J Pocket Penetrometer Readings �ft� fn �{9 Tons Per Sq. Ft. -�'E � � a � 5+ 4.5++ / SILTY CLAY, brown, very stiff to hard, w/sand (CH) 1 bi i SILTY CLAY, reddish-brown, hard to stiff, w/sand & trace of 675 - gravel (CH) _ 5— — - - i UVa4er level on 5/15/202z} : � Seepage dWririg drilljng; CLAYEY GRAVEL, brownish-yellow, w/sand, fine to coarse (GC), 668 - � 10 /SILTY CLAY, brownish-yellow & reddish-yellow � 667 - (severely weathered calcareous shale) (CH) _ � • LIMESTONE, tan, hard to very hard, weathered 664 - 10 Blows:= 2 inches : / 15— ' - � SILTY CLAY, grayish-brown & yellowish-brown, hard 660 - _ (severely weathered shale) (CH) _ 20� - - \ __ SHALE, dark gray, soft, calcareous 655 - \ 25 — -- — - � 1:OO:BIows = 1-]/2:inches : _ Total Depth = 27 feet 30— Seepage encountered @ 9' during drilling. Water @ 25' after 10 minutes. Water @ 16-1/2' & blocked @ 23' @ end of day. Watei - @ 7-1/2' & blocked @ 12-1/2' on 5/15/2024. BORING LOG B-32 PLATE 16 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/24/2024 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Depth � � � Q a �ft� �� s� � DESCRIPTION OF STRATA � `4� \ yy'; LIMESTONE PARTICLES & FRAGMENTS, w/dark brown silty ��` clay matrix (GC) _ /� SILTY CLAY, brownish-yellow & very stiff, w/calcareous deposits /� ccH> 5— 10� Z 15 � � 20 — 25 — 30 — SILTY CLAY, yellowish-brown & grayish-brown, hard (severely weathered calcareous shale) (CH) -w/limestone seams & layers below 13' Total Depth = 15 feet Dry after 5 minutes. Dry & blocked @ 14-1/2' @ end of day Water @ 12-1/2' & blocked @ 13' on 5/31/2024. BORING LOG B-33 Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ nba 667 661 - t: 1lVaterJevel on 5/3:1/�024 656 - 100 Blows:= 3 ir(ches : � PLATE 17 GEOTECHNICAL CONSULTANTS -� REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/24/2024 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Depth � � � Q a �ft� �� s� � DESCRIPTION OF STRATA � `4� y>'' ` LIMESTONE PARTICLES & FRAGMENTS, in brown silty clay -6 ` matrix (GC) � _ SILTY CLAY, brownish-yellow, stiff to very stiff, w/limestone particles & fragments (CH) LIMESTONE, tan, hard to very hard, w/calcareous clay seams & - �. layers, weathered 5� ' �� , � � 10 �� 15— 20 — 25 — 30 — Total Depth = 10 feet Dry after 5 minutes. BORING LOG B-34 Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ nau 688.5 � 687 - 1:OO:BIows = 5-]/2 inches : 1:OO:BIows =:3-9/2:inches : PLATE 18 GEOTECHNICAL CONSULTANTS -� REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/23/2024 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Location: See Plate 1 standard renetranon iests N -- � Blows per Foot -� Depth �� Q� io 2o so ao 5o so Elev. E �� o DESCRIPTION OF STRATA �ft� � � a� J Pocket Penetrometer Readings �ft� fn �{9 Tons Per Sq. Ft. -�'E �. 1.� a� 5+ 4.5++ / SILTY CLAY, dark brown, stiff to very stiff, w/some sand & trace bbJ _ of gravel (CH) _ _ SILTY CLAY, brownish-yellow & brownish-gray, stiff to very stiff, _ _ 663.5_ w/some calcareous deposits (CH) 5— — - - SILTY CLAY, brownish-yellow, hard, w/trace of fossils 657 - (severely weathered calcareous shale) (CH) 10 � - _ Total Depth = 10 feet - Dry after 5 minutes. 15— 20 — 25 — 30 — BORING LOG B-35 PLATE 19 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/23/2024 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Depth � � � Q a �ft� �� s� � DESCRIPTION OF STRATA � `4� jSANDY CLAY, brown, medium stiff to stiff, w/some gravel /(Fill) (CH) � _\ / SILTY CLAY, dark brown to brown, very stiff to hard, w/trace of gravel (CH) 5— LIMESTONE, tan, hard to very hard, fractured, weathered - �. � 10 �� ' '" _ Total Depth = 10 feet - Dry after 5 minutes. 15- 20 — 25 — 30 — BORING LOG B-36 Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ b4:7 643.5 638 1 �0 Blows:= 3 inches : PLATE 20 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/13/2024 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Depth � � � Q a �ft� �� s� � DESCRIPTION OF STRATA � `4� jSILTY CLAY, dark brown to brown, stiff to very stiff, w/trace of / calcareous concretions & deposits (CL) i�" LIMESTONE, tan, hard to very hard, weathered SILTY CLAY, yellowish-brown, hard, w/limestone seams � (severely weathered calcareous shale) (CH) 5� �" LIMESTONE, tan, hard to very hard, weathered �- _ � � 10 �� "' _ Total Depth = 10 feet - Dry after 5 minutes. Dry & blocked @ 9' @ end of day. Water @ 3' & blocked @ 7' on 5/14/2024. 15— 20 — 25 — 30 — BORING LOG B-37 Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ bb4 - 682 Water vel on 5/14/2024 T 681 - 1:OO:BIows = 1-�/2 inches : 679 100 Blows =:1 inch : PLATE 21 GEOTECHNICAL CONSULTANTS -� REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 5/13/2024 Depth � � � Q a 0 (ft) m � a f6 � � `4� _\ _� 5 �� 10 �� 15— 20 — 25 — 30 — Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas DESCRIPTION OF STRATA y>'' ` LIMESTONE PARTICLES & FRAGMENTS, in dark brown silty -6 ` clay matrix (GC) /CALCAREOUS CLAY, brownish-yellow & reddish-yellow, hard,� w/limestone fragments (severely weathered limestone) (CL - CH) � LIMESTONE, tan, hard to very stiff, w/calcareous clay seams & i layers, weathered i � / �: , � Total Depth = 10 feet Seepage encountered @ 7' during drilling. Water @ 6-1/2' after : minutes. Water @ 3-1/2' & blocked @ 6' @ end of day. Water @ 3-1/2' & blocked @ 6-1/2' on 5/14/2024. Location: See Plate standard renetranon iests Blows per Foot - � 10 20 30 40 50 60 Pocket Penetrometer Readings Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ �IE : 1Nater level on 5/14/2024 : 1 �0 BIoWs:= 2 inches ; - Seepage during drilling _ 1:OO:BIows =:1-9/2:inches : Elev. (ft) nan 695 - 693.5 BORING LOG B-38 PLATE 22 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 2/4/2025 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Location: See Plate 1 standard renetranon iests N -- � Blows per Foot -� Depth �� Q� io 2o so ao 5o so Elev. E �� o DESCRIPTION OF STRATA �ft� � � a� J Pocket Penetrometer Readings �ft� fn �{9 Tons Per Sq. Ft. -�'E �. 1.� a� 5+ 4.5++ / SILTY CLAY, dark brown & brown, very stiff, w/sand & some b5� _ gravel (Fill) (CH) _ SILTY CLAY, brownish-yellow & light brown, hard, w/calcareous 654.5_ concretions (CH) 5— — — - -- -w/calcareous deposits @ 6' � : = 651.1 - _� SILTY CLAY, brownish-yellow & gray, hard, w/iron stains & trace _: 651 of limestone seams _ (severely weathered calcareous shale) (CH) _ � - - 10— Total Depth = 9.5 feet Dry after 3 minutes. Dry & blocked @ 9-1/2' @ end of day. 15— 20 — 25 — 30 — BORING LOG B-39 PLATE 23 GEOTECHNICAL CONSULTANTS -� REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 2/12/2025 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Location: See Plate 1 standard renetranon iests N -- � Blows per Foot -� Depth �� Q a io 2o so ao 5o so Elev. E �� o DESCRIPTION OF STRATA �ft� � � a� J Pocket Penetrometer Readings �ft� fn �{9 Tons Per Sq. Ft. -�'E � 1 � a� 5+ a.5++ �ASPHALT (Approximately 2") � : n4u CLAYEY GRQvEL, brownish-yellow, w/sand (Fill) (GC) 639.84 _ SILTY CLAY, brown, brownish-yellow & dark brown, very stiff to _ _ 638.5 _ hard, w/sand & some gravel (Fill) (CH - CL) 5— — - - _ SILTY CLAY, brownish-yellow, hard, w/calcareous concretions 632.5_ (CH - CL) 10 - _ Total Depth = 10 feet - Dry after 5 minutes. Dry & blocked @ 9-1/2' @ end of day. 15— 20 — 25 — 30 — BORING LOG B-40 PLATE 24 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 2/5/2025 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Location: See Plate 1 standard renetranon iests N -- � Blows per Foot -� Depth �� Q a io 2o so ao 5o so Elev. E �� o DESCRIPTION OF STRATA �ft� � � a� J Pocket Penetrometer Readings �ft� fn �{9 Tons Per Sq. Ft. -�'E �. 1.� a� 5+ 4.5++ \ � �` GRAVEL, brown (Fill) (GP) b5� o � ) �'r CLAYEY SAND, ellowish-red & li ht brown, fine to coarse Fill 656.5 - <�:.' (SC) Y 9 � ) - - - - � SANDY CLAY, light brown & reddish-yellow, hard (Fill) (CL) 655.5_ / SAND, li ht brown, w/trace of silt cla seams, fine 654.5 � .' 9 Y Y - \ � (Fill) (SC - SP) � 5— Total Depth = 4.5 feet Dry @ completion. 10— 15— 20 — 25 — 30 — BORING LOG B-41 PLATE 25 GEOTECHNICAL CONSULTANTS -� REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 2/5/2025 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Depth � � � Q � �ft� �� s� � DESCRIPTION OF STRATA � `4� / SILTY CLAY, dark brown, w/limestone fragments (CH) - � SILTY CLAY, brownish-yellow, very stiff to hard, w/calcareous �� concretions, some calcareous deposits & iron stains (CH) 5— 10 � 15— 20 — 25 — 30 — SILTY CLAY, brownish-yellow, light brown & gray, hard, w/iron stains, trace of limestone seams & calcareous deposits (severely weathered calcareous shale) (CH) Total Depth = 10 feet Dry after 3 minutes. Dry & blocked @ 10' @ end of day. Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ b53 652 - 644.5 BORING LOG B-42 PLATE 26 GEOTECHNICAL CONSULTANTS -- REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 2/4/2025 Depth � � � Q a 0 (ft) m � a f6 � � `4� Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas DESCRIPTION OF STRATA y>'' ` LIMESTONE PARTICLE & FRAGMENTS in dark brown silty clay 6 ` matrix (GC) ��K : CALCAREOUS CLAY, light brown, hard, w/limestone seams (severely weathered limestone) (CL) � : � LIMESTONE, tan, hard to very hard, w/trace of silty clay seams, i weathered _� � 5 �� — , � � 10 �� — SILTY CLAY, brownish-yellow & gray, w/iron-stained seams _ (severely weathered calcareous shale) (CH) � SHALE, dark gray, soft, w/some iron-stained seams & Z �� brownish-yellow seams, calcareous, weathered 15� _— SHALE, dark gray, soft, w/some very hard limestone seams, — calcareous _ LIMESTONE, gray, very hard, w/soft dark gray shale seams � 20 �� _ Total Depth = 20 feet - Dry after 5 minutes. Dry & blocked @ 19-1/2' @ end of day. 25 — 30 — Location: See Plate standard renetranon iests Blows per Foot - � 10 20 30 40 50 60 Pocket Penetrometer Readings Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ 10a Blbws = 1 inch 1:OO:BIows =:1-9/2:inches Elev. (ft) bbl 680 - 679 - 670 - — _ 667.5 _ 100 Blows = 1/2 inch : 666 - 663 - BORING LOG E-01 PLATE 27 GEOTECHNICAL CONSULTANTS -� REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 2/4/2025 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Depth � � � Q � �ft� �� s� � DESCRIPTION OF STRATA � `4� � / SILTY CLAY, dark brown, very stiff, w/limestone particles & fragments (CH - GC) LIMESTONE FRAGMENTS in dark brown silty clay matrix - (weathered limestone) (GC) � CALCAREOUS CLAY, light brown, hard � � (severely weathered limestone) (CL) 5� � LIMESTONE, tan, hard to very hard, w/trace of silty clay seam _� � weathered _ � 10 � � SILTY CLAY, brownish-yellow & gray _ (severely weathered calcareous shale) (CH) � � SHALE, dark gray, soft, w/trace of gray seams & iron stains, s 7y,'�calcareous, slightly weathered �, 15— � _ � _- SHALE, dark gray, soft, w/very hard limestone seams, — — calcareous � -- \/ -- 20 — 25 — 30 — Total Depth = 18 feet Dry after 5 minutes. Dry & blocked @ 17' @ end of day BORING LOG E-02 Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ b/t5 � 677 - ^ 675 - S� 1:OO:BIows = 2-1/2 inches 673 'E00 Blbws =:1 inch : 667 - 665 - 662 1:OO:BIows =:5-�/2:inches : PLATE 28 GEOTECHNICAL CONSULTANTS -� REED ENGINEERING GRUUP Project Number : 25421 Date Completed : 2/6/2025 Depth (ft) 4 Office/Vllarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas � � U Q o o L � �- DESCRIPTION OF STRATA E �� o � � �s-'C� J � / SILTY CLAY, dark brown, very stiff, w/limestone fragments (CH) � • LIMESTONE, tan, hard to very hard, weathered / � i -w/silty clay seams below 3' '¢ � � SILTY CLAY, brownish-yellow, light brown & gray, hard, w/iron stains (severely weathered calcareous shale) (CH) 10� 15� 20 � 25 — 30 — -w/5" limestone seam @ 12' -w/4" limestone seam @ 15.5' -w/dark gray below 18' Total Depth = 20 feet Dry after 6 minutes. Location: See Plate 1 standard renetranon iests Blows per Foot - � io 2o so ao 5o so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - �'E � 1 � a� 5+ 4.5++ b/3 672 - 100 Blouvs:= 4 iriches : 670 - 667 - 661 657.5 655 - BORING LOG E-03 PLATE 29 GEOTECHNICAL CONSULTANTS -- Project Number 25421 Date Completed : 5/14/2024 d �� )eptY a o o a a (ft) � � � � � �`—' \ � � � 5� � OfficelWarehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas DESCRIPTION OF STR4TA LIMESTONE FRAGMENTS, w/dark brown siRy clay matrix (GC) LIMESTONE, tan, hard to very hard, w/calcareous clay seams & layers, weathered � LIMESTONE, gray, very hard, w/some shale seams Z � _ 0� Z _ Z _ Z Z _ _ � _ J \/ Total Depth = 15 ft Seepage encountered @ 6' during drilling. Water @ 4-1/2' after 5 minutes. Water @ 3-1/2' & blocked @ 11-1/2' @ end of day. Water @ 3-1/2' & blocked @ 11' on 5/15/2024. REED ENGINEERING GROUP Location See Plate 1 SPT N VALUE � io zo ao ao so so Elev. Pocket Penetrometer Readings Tons Per Sq. Ft. - 31E (n) 7 2 � . 4�t 4.5+t �bo �sa - i Water 12 el on:5/?5l2024 : �: ; Seepage: during ;d � ing ; : _ �a7 - 100 Blows = 1 inch 100 �lows:=:1/2 inch : - � �.[�31.1�1.[�� ,� . . / � � / ' 1 �Clay (CH) (LL>50) �SILT (ML) (LL<50) �SILT (MH) (LL>50) �CLAYEY SAND (SC) �SILTY SAND (SM) � SAND (SP-SW) �CLAYEY GR4VEL (GR4VELLY CLAY) o �o GRAVEL o � (GP-GW) ��weathered) SHALE (unweathered) �(weathered) LIMESTONE (unweathered) (weathered) SANDSTONE • (unweathered) BORING LOG B-78 �UNDISTURBED (Shelby Tube & NX-Core) � DISTURBED �STANDARD PENETR4TION TEST �THD CONE PENETROMETER TEST KEYS TO SYMBOLS USED ON BORING LOGS PLATE 2 GEOTECHNICAL CONSULTANTS — �= Water level at time of drilling. 1= Subsequent water level and date. PLATE 30 GEOTECHNICAL CONSULTANTS � RFFI'] FN(;INFFRWC; GROUP SOIL PROPERTIES COHESIONLESS SOILS SPT N-Values Relative (blows / foot) Density 0 - 4 .....................Very Loose 4 - 10 .....................Loose 10 - 30 .....................Medium Dense 30 - 50 .....................Dense 50 + .....................Very Dense COHESIVE SOILS Pocket Penetrometer Consistency (T.S.F.) <0.25 .................... Very Soft 0.25-0.50 ............... Loose 0.50-1.00 ............... Medium Stiff 1.00-2.00 ............... Stiff 2.00-4.00 ............... Very Stiff 4.00 + .................... Hard ROCK PROPERTIES HARDNESS Very Soft ............... Soft....................... Moderately Hard ... Hard...................... Very Hard .............. DIAGNOSTIC FEATURES Can be dented with moderate finger pressure. Can be scratched easily with fingernail. Can be scratched easily with knife but not with fingernail. Can be scratched with knife with some difficulty; can be broken by light to moderate hammer blow. Cannot be scratched with knife; can be broken by repeated heavy hammer blows. DEGREE OF WEATHERING DIAGNOSTIC FEATURES Slightly Weathered ......... Slight discoloration inwards from open fractures. Weathered ...................... Discoloration throughout; weaker minerals decomposed; strength somewhat less than fresh rock; structure preseroed. Severely Weathered ....... Most minerals somewhat decomposes; much softer than fresh rock; texture becoming indistict but fabric and structure preserved. Completely Weathered ... Minerals decomposes to soil; rock fabric and structure destroyed (residual soil). KEYS TO DESCRIPTIVE TERMS ON BORING LOGS PLATE 31 GEOTECHNICAL CONSULTANTS -� REED ENGINEERING GROUP GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE BUILDINGS NW LOOP 820 AND MARINE CREEK PARKWAV FORT WORTH, TEXAS Summary of Classification and Index Propertv Tests Total Percent Percent Moisture Liquid Plastic Plasticity Soil Passing Passing Boring Depth Content Limit Limit Index Suction No.200 No.4 No. feet (%) (%) (%) (PI) (psfl Sieve Sieve B-18 2.0 - 3.5 8.3 -- -- -- -- -- -- 5.0 - 6.5 15.1 -- -- -- -- -- -- B-19 1.5 - 3.0 19.3 -- -- -- 2,570 -- -- 3.0 - 4.5 18.8 -- -- -- 3, 010 -- -- 4.5 - 6.0 20.2 27 18 9 1,250 -- -- 9.0 - 10.0 14.8 30 16 14 1,290 -- -- 14.0 - 15.0 19.6 71 21 50 5,560 -- -- 19.0 - 20.0 21.7 -- -- -- 4,450 -- -- B-20 4.0 - 5.5 9.4 27 14 13 -- -- -- B-21 2.0 - 3.5 20.3 -- -- -- -- -- -- 4.0 - 5.5 11.9 27 14 13 -- -- -- B-22 1.5 - 3.0 21.3 -- -- -- 1,140 -- -- 4.5 - 6.0 16.2 -- -- -- 4,340 -- -- 9.0 - 10.0 11.4 41 15 26 36,260 -- -- 14.0 - 15.0 17.2 -- -- -- 51,230 -- -- B-23 4.5 - 6.0 19.8 45 14 31 2,070 -- -- 9.0 - 10.0 24.0 -- -- -- 8,990 -- -- 14.0 - 15.0 16.3 59 17 42 11,380 -- -- 19.0 - 20.0 21.8 -- -- -- 20,050 -- -- 24.0 - 25.0 16.5 -- -- -- 26,850 -- -- B-24 9.0 - 10.0 24.9 72 26 46 -- -- -- B-25 4.0 - 5.5 14.9 39 15 24 -- -- -- 9.0 - 10.0 14.9 48 17 31 -- -- -- ��1►�I�/_1:�'�i7�A_1:�i7:7_�ri7:�'��i:7��1�� A_��c REED ENGINEERING GROUP GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE BUILDINGS NW LOOP 820 AND MARINE CREEK PARKWAV FORT WORTH, TEXAS (Continued) Summary of Classification and Index Propertv Tests Total Percent Percent Moisture Liquid Plastic Plasticity Soil Passing Passing Boring Depth Content Limit Limit Index Suction No.200 No.4 No. feet (%) (%) (%) (PI) (psfl Sieve Sieve B-26 3.0 - 4.5 20.0 -- -- -- 16,670 -- -- 4.5 - 6.0 20.7 -- -- -- 2,150 -- -- 9.0 - 10.0 21.8 77 23 54 40,780 -- -- 14.0 - 15.0 17.1 -- -- -- 12,380 -- -- 19.0 - 20.0 9.1 -- -- -- 26,070 -- -- B-27 1.5 - 3.0 25.8 41 15 26 1,080 -- -- 3.0 - 4.5 19.6 -- -- -- 2,070 -- -- 9.0 - 10.0 16.9 47 14 33 3,260 -- -- 14.0 - 15.0 26.1 -- -- -- 10,250 -- -- B-28 14.0 - 15.0 19.3 70 23 47 -- -- -- B-29 3.0 - 4.5 17.9 -- -- -- -- -- -- 5.0 - 6.5 9.5 -- -- -- -- -- -- 9.0 - 10.0 13.8 41 15 26 -- -- -- B-30 0.0 - 1.5 15.4 -- -- -- -- -- -- 1.5 - 3.0 15.4 32 13 19 -- -- -- B-31 3.0 - 4.5 8.4 4.5 - 6.0 13.4 B-32 1.5 - 3.0 18.5 3.0 - 4.5 17.9 4.5 - 6.0 21.6 9.0 - 10.0 11.7 19.0 - 20.0 18.4 27 16 49 17 71 21 11 -- -- -- 4,050 -- 32 2,510 73 -- 1, 710 -- -- 1,760 33 50 41,130 -- � 54 ��1►�I�/_1:�'�i7�A_1:�i7:7_�ri7:�'��i:7��1�� A_��3cc REED ENGINEERING GROUP GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE BUILDINGS NW LOOP 820 AND MARINE CREEK PARKWAV FORT WORTH, TEXAS (Continued) Summary of Classification and Index Propertv Tests Total Percent Percent Moisture Liquid Plastic Plasticity Soil Passing Passing Boring Depth Content Limit Limit Index Suction No.200 No.4 No. feet (%) (%) (%) (PI) (psfl Sieve Sieve B-33 1.5 - 3.0 21.0 51 16 35 1,660 -- -- 3.0 - 4.5 20.3 -- -- -- 3,120 -- -- 4.5 - 6.0 16.5 -- -- -- 4,360 -- -- 9.0 - 10.0 17.8 -- -- -- 55,680 -- -- B-35 1.5 - 3.0 21.6 -- -- -- 310 -- -- 3. 0- 4. 5 17. 5 54 16 38 1, 210 -- -- 4.5 - 6.0 23.4 -- -- -- 2,590 -- -- 9.0 - 10.0 17.4 -- -- -- 24,450 -- -- B-36 3.0 - 4.5 17.9 -- -- -- -- -- -- 4.5 - 6.0 16.7 49 15 34 -- -- -- B-37 0.0 - 1.5 20.1 35 17 18 -- -- -- 1.5 - 3.0 20.1 -- -- -- -- -- -- 4.0 - 5.5 11.3 37 16 21 -- -- -- B-38 1.5 - 3.0 8.3 B-39 1.5 - 3.0 22.6 3.0 - 4.5 17.1 4.5 - 6.0 11.7 9.0 - 10.0 12.1 B-40 1.5 - 3.0 7.3 3.0 - 4.5 7.3 4.5 - 6.0 17.4 6.0 - 7.0 7.7 7.5 - 8.5 11.7 9.0 - 10.0 8.3 23 15 8 54 17 37 44 44 15 15 29 29 ��1►�I�/_1:�'�i7�A_1:�i7:7_�ri7:�'��i:7��1�� A_�� c -! REED ENGINEERING GROUP GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE BUILDINGS NW LOOP 820 AND MARINE CREEK PARKWAV FORT WORTH, TEXAS (Continued) Summary of Classification and Index Propertv Tests Boring Depth No. feet B-42 1.5 - 3.0 3.0 - 4.5 4.5 - 6.0 9.0 - 10.0 E-3 9.0 - 10.0 14.0 - 15.0 19.0 - 20.0 Moisture Liquid Plastic Plasticity Content Limit Limit Index (%) (%) (%) (PI) 17.8 55 16 39 17.6 -- -- -- 14.8 -- -- -- 18.0 66 24 42 15.3 15.5 12.8 60 20 40 52 20 32 Total Percent Percent Soil Passing Passing Suction No.200 No.4 (psfl Sieve Sieve ��1►�I�/_1:�'�i7�A_1:�i7:7_�ri7:�'��i:7��1�� A_��c REED ENGINEERING GROUP Summary of Unconfined Compression Tests Sample Boring Leaend No. A B-36 3.5 3.0 2.5 � 2.0 � � � a, ` 1.5 � 1.0 0.5 0.0 0.00 Depth (feet) 3.0 - 4.5 Moisture Content (%) 17.9 Dry Unit Weight (pcfl 110.6 0.20 0.40 0.60 0.80 strain (%) Unconfined Compressive Strength (ksfl 3.0 + A 1.00 SUMMARY OF LABORATORY TEST RESULTS PLATE 36 REED ENGINEERING GROUP Absorption Pressure Swell Test Initial Project No. 25421 Moisture Content (%) 23.7 Boring No. B-19 Penetrometer (tsfl 4.5 Depth (ft) 14-15 Dry Unit Weight (pcf) 101.2 Liquid Limit 71 Specific Gravity 2.75 Plasticity Index 50 Void Ratio 0.696 Cs 0.060 Saturation (%) 94 alpha 0.53 Spec. Volume 0.62 Percent Swell 3.2 Swell Pressure (psf) 1,940 11 10 � 9 \ I 8 \o � .� v 6 �n \ v 5 \L j 4 � 3 \ 2 \ 1 \ 0 ♦ 1 1 — — — — _� 100 0.670 0.660 v � 0.650 � 0.640 ;� 0.630 'u a 0.620 � 0.610 0.600 23.0 24.0 1000 Restraining Swell Pressure (psf) � 0 25.0 26.0 27.0 Moisture Content (%) � Final 27.4 3.5 98.1 2.75 0.750 100 0.64 250 10000 28.0 ABSORPTION PRESSURE SWELL TEST PLATE 37 REED ENGINEERING GROUP Project No. Boring No. Depth (ft) Liquid Limit Plasticity Index Cs alpha Percent Swell 3 Absorption Pressure Swell Test 25421 B-22 9-10 41 26 0.045 0.25 2.1 Moisture Content (%) Penetrometer (tsfl Dry Unit Weight (pcf) Specific Gravity Void Ratio Saturation (%) Spec. Volume Swell Pressure (psf) Initial 15.2 4.5++ 107.9 2.71 0.567 72 0.58 1, 300 � I ' 2 \ v \ �n � \ v \ � 1 �\ I \� 0 ♦ _ + 100 0.592 0.590 � 0.588 0 0.586 ,�, 0.584 � 0.582 N 0.580 0.578 0.576 1000 Restraining Swell Pressure (psf) /� / �/ 14.0 15.0 16.0 17.0 18.0 19.0 Moisture Content (%) 20.0 Final 20.0 2.0 105.7 2.71 0.599 91 0.59 250 10000 21.0 ABSORPTION PRESSURE SWELL TEST PLATE 38 REED ENGINEERING GROUP Project No. Boring No. Depth (ft) Liquid Limit Plasticity Index Cs alpha Percent Swell 3 � 0 2 3 � � v ++ L � � 1 Absorption Pressure Swell Test 25421 B-23 14-14 59 42 0.038 0.42 2.1 Moisture Content (%) Penetrometer (tsfl Dry Unit Weight (pcf) Specific Gravity Void Ratio Saturation (%) Spec. Volume Swell Pressure (psf) Initial 20.4 4.5++ 105.7 2.71 0.600 92 0.59 1, 940 � I \ ♦\ \ I I ♦ ♦ _ 1000 Restraining Swell Pressure (psf) 100 0.604 0.602 � 0.600 0 0.598 ,�, 0.596 � 0.594 N 0.592 0.590 0.588 19.0 20.0 � � � � � � r 21.0 22.0 23.0 Moisture Content (%) Final 23.4 4.5+ 103.5 2.71 0.635 100 0.60 250 10000 24.0 ABSORPTION PRESSURE SWELL TEST PLATE 39 REED ENGINEERING GROUP Absorption Pressure Swell Test Project No. Boring No. Depth (ft) Liquid Limit Plasticity Index Cs alpha Percent Swell 25421 B-24 9-10 72 46 0.054 0.58 3.7 4 C�] 3 0 3 `^ 2 �a '+"—� L `� / 1 100 0.615 v 0.610 3 0.605 0 ,�, 0.600 w �v 0.595 �' 0.590 0.585 20.0 Moisture Content (%) Penetrometer (tsfl Dry Unit Weight (pcf) Specific Gravity Void Ratio Saturation (%) Spec. Volume Swell Pressure (psf) i I \ \\ � �\ I \ � — — — — � 1000 Restraining Swell Pressure (psf) Initial 21.2 4.5+ 105.7 2.75 0.623 94 0.59 3,240 � / r 21.0 22.0 23.0 24.0 25.0 Moisture Content (%) Final 24.9 4 102.0 2.75 0.682 100 0.61 250 10000 26.0 ABSORPTION PRESSURE SWELL TEST PLATE 40 REED ENGINEERING GROUP Absorption Pressure Swell Test Initial Project No. 25421 Moisture Content (%) 20.6 Boring No. B-26 Penetrometer (tsfl 4.5++ Depth (ft) 9-10 Dry Unit Weight (pcf) 103.3 Liquid Limit 77 Specific Gravity 2.73 Plasticity Index 54 Void Ratio 0.648 Cs 0.116 Saturation (%) 87 alpha 0.65 Spec. Volume 0.60 Percent Swell 10.0 Swell Pressure (psf) 6,480 11 10 � 9 \ I 8 \o � .� v 6 �n \ v 5 \L j 4 � 3 \ 2 \ 1 \ 0 ♦ 1 1 - - - - _� 100 0.67 0.66 v � 0.65 3 � 0.64 ;� 0.63 'u a 0.62 � 0.61 0.60 20.0 1000 Restraining Swell Pressure (psf) Final 29.8 2.0 94.0 2.73 0.813 100 0.66 250 10000 21.0 22.0 23.0 24.0 25.0 26.0 27.0 28.0 29.0 30.0 31.0 Moisture Content (%) ABSORPTION PRESSURE SWELL TEST PLATE 41 REED ENGINEERING GROUP Project No. Boring No. Depth (ft) Liquid Limit Plasticity Index Cs alpha Percent Swell 5 C�] 4 0 = 3 v �n �a v_ L 2 v > � ' I � \� �\ �\ �` I ♦ ♦ _ _ _ � 1 100 Final 25.4 4.25 99.7 2.71 0.696 99 0.63 250 10000 0.630 0.625 � 0.620 3 � 0.615 ;� 0.610 a 0.605 N 0.600 0.595 Absorption Pressure Swell Test 25421 B-28 14-15 70 47 0.058 0.48 4.2 Moisture Content (%) Penetrometer (tsfl Dry Unit Weight (pcf) Specific Gravity Void Ratio Saturation (%) Spec. Volume Swell Pressure (psf) Initial 20.1 4.5++ 104.0 2.71 0.627 87 0.60 3,890 1000 Restraining Swell Pressure (psf) /� / � C 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 Moisture Content (%) ABSORPTION PRESSURE SWELL TEST PLATE 42 REED ENGINEERING GROUP Absorption Pressure Swell Test Project No. 25421 Moisture Content (%) Boring No. B-29 Penetrometer (tsfl Depth (ft) 9-10 Dry Unit Weight (pcf) Liquid Limit 41 Specific Gravity Plasticity Index 26 Void Ratio Cs 0.031 Saturation (%) alpha 0.22 Spec. Volume Percent Swell 1.9 Swell Pressure (psf) 2 � \ ' o \ v \ v3i \ � 1 �\ v � > \ I I 0 ♦ ♦ _ 100 0.548 v 0.546 3 0.544 0 ,�, 0.542 w �v 0.540 a �' 0.538 0.536 11.0 1000 Restraining Swell Pressure (psf) Initial 12.2 4.5++ 116.2 2.71 0.455 73 0.54 1, 940 /� �/ / ■� 12.0 13.0 14.0 15.0 16.0 17.0 Moisture Content (%) Final 16.7 4.5 114.1 2.71 0.483 94 0.55 250 10000 18.0 ABSORPTION PRESSURE SWELL TEST PLATE 43 REED ENGINEERING GROUP Absorption Pressure Swell Test Initial Project No. 25421 Moisture Content (%) 17.5 Boring No. B-32 Penetrometer (tsfl 4.5++ Depth (ft) 19-20 Dry Unit Weight (pcf) 110.1 Liquid Limit 71 Specific Gravity 2.72 Plasticity Index 50 Void Ratio 0.542 Cs 0.106 Saturation (%) 88 alpha 0.69 Spec. Volume 0.57 Percent Swell 10.0 Swell Pressure (psf) 7,130 11 10 � 9 \ I I g o , �. 3 6 \ � � v 5 \L j 4 3 \ 2 \ 1 0 ♦ • 100 0.63 0.62 v � 0.61 3 � 0.60 ;� 0.59 'u a 0.58 � 0.57 0.56 17.0 1000 Restraining Swell Pressure (psf) /� Final 25.7 1.5 100.1 2.72 0.696 100 0.62 250 10000 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 Moisture Content (%) ABSORPTION PRESSURE SWELL TEST PLATE 44 REED ENGINEERING GROUP Absorption Pressure Swell Test Initial Project No. 25421 Moisture Content (%) 15.3 Boring No. B-42 Penetrometer (tsfl 4.5++ Depth (ft) 9-10 Dry Unit Weight (pcf) 114.4 Liquid Limit 66 Specific Gravity 2.75 Plasticity Index 42 Void Ratio 0.500 Cs 0.070 Saturation (%) 84 alpha 0.54 Spec. Volume 0.55 Percent Swell 6.4 Swell Pressure (psf) 5,830 7 6 � 5 \ o \ v 4 �n � ; 3 \ a, \> 2 \ 1 �� \� 0 ♦ ♦ 1 — — — — — 100 0.585 0.580 � 0.575 3 0.570 j 0.565 ;� 0.560 �v 0.555 va'i 0.550 0.545 0.540 1000 Restraining Swell Pressure (psf) Final 21.7 4 107.6 2.75 0.595 100 0.58 250 10000 14.0 15.0 16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.0 Moisture Content (%) ABSORPTION PRESSURE SWELL TEST PLATE 45 REED ENGINEERING GROUP Absorption Pressure Swell Test Project No. 25421 Moisture Content (%) Boring No. E-3 Penetrometer (tsfl Depth (ft) 14-15 Dry Unit Weight (pcf) Liquid Limit 60 Specific Gravity Plasticity Index 40 Void Ratio Cs 0.069 Saturation (%) alpha 0.29 Spec. Volume Percent Swell 4.2 Swell Pressure (psf) 5 4 � I o \ \ \ — 3 a, \ �n �a \v_ L 2 � > �� \ 1 � \ 0 ♦ ♦ _ _ �C 100 0.655 v 0.650 3 0.645 0 ,�, 0.640 v 0.635 a �' 0.630 0.625 1000 Restraining Swell Pressure (psf) Initial 17.5 4.5++ 99.5 2.71 0.700 68 0.63 2,590 / Final 26.4 2 95.5 2.71 0.771 93 0.65 250 10000 17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 Moisture Content (%) ABSORPTION PRESSURE SWELL TEST PLATE 46 REED ENGINEERING GROUP Project No. Boring No. Depth (ft) Liquid Limit Plasticity Index Cs alpha Percent Swell 0 7 [� � 5 v �n _ 4 �a v_ L v 3 > 2 1 0 100 0.57 Restraining Swell Pressure (psf) v 0.56 3 0.55 0 ,�, 0.54 w �v 0.53 a �' 0.52 0.51 14.0 15.0 16.0 17.0 18.0 19.0 Moisture Content (%) Absorption Pressure Swell Test 25421 E-3 19-20 52 32 0.065 0.73 7.2 Moisture Content (%) Penetrometer (tsfl Dry Unit Weight (pcf) Specific Gravity Void Ratio Saturation (%) Spec. Volume Swell Pressure (psf) Initial 14.4 4.5++ 119.7 2.75 0.434 92 0.52 9,720 Final 19.6 4.5+ 111.7 2.75 0.536 100 0.56 250 � i \ I I \ � \� \ I \ ♦ ♦ i i f f f f-k i�fa 1000 10000 20.0 21.0 ABSORPTION PRESSURE SWELL TEST PLATE 47 R � r • r .. ;� � � ..'- O� � V �� .►�Y�,,, �, ! F Y 2 .��'-r�� - . . '' s ''�`'� � ' - . _ ,,,, ` r°• . � . . 0 ,. • VO � ' k ' � � A ..F' �5.�1•. � � �v • • � . - �3l.- � � -` L � N� f � r � �,:''� �' l�. �_ . _ }K ��^ � F.- '°�,� :� •� .�• � .� �:T � _ ,;� � .�.� _ � �. � ��_�.,.;� �. � . . _ .. _� � , . . ,,. . .. � . r ,,, ' �f'Q� � h _ . � - ' �-- ' 1 i , r i1�N � . S �--.� .,+ _�^�-ti�� R � . ` ,,w.'�. .` _ ' , �� , .� �*�� c �<-lrIR,1 _ � a �T - �� - 1 . • 4 "Jr � ,!�'�1" ".l� ry � �� . � �� ` '' ��. I �1 � � d . � ',¢ .� �� . �t'�r ..� , � - .4 ` � . � '��rrwdb��` r� �. '� �,� _ _•t. , . . -- y . �irr '.,'l�,��.� � `..� - 'f � . • : , • r Z,r. - �+, i..'.' � . • r. ..' � . 1 !��_=�.Y .� ..."IJ`:"<�'�.Z� , s •.�. .�� .t1'.IrR i �_' �' �� . 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E yF'^� +Q � �,' '` i��.�},� ' `�' . �y�' J' M M �..n�� • `�^� �O ��1• .� � � tr�J �"4 •r� • - . tir !�.�. f��:' � ' � .�,� .�-� �: 7� �C . �,< / \ \N� NOT TO SCALE: �� `y'� � ��t � � � ;�� iC � �'�4f l�� "�� w � �t ' Z � s � � ��.� � " d � i �� '�*4 � . . . � # �..�� .��,�� `4� � � � _ r, + .,i.� . ��i r^� � "� � r t �A.. ;g ► �'. 2021 AERIAL PHOTOGRAPH (OCTOBER 2021) PLATE 48 E`E�p,'(1QN �feet) Too � E`E�p,'(1aN �feet) �` qoo � p pT. GRApE g.22 BU0.p1NGPFFE.68 � � GRPDE �.../ �� EgTONE _ _ ..-a ��.�g.19 A ��1A1.5011. ��80 , � / � g.s2 i U��68 ? F� \ \ J / FFE' � \\ / � 1 � s P � � \ c LFR,c � � ��RFO Fql � ��F�StiR �� A�� R�� s ti� jF o \ l��E'T� \ \ � Show�. � iho$e P � cond�t�ons petWeen pot\�95 may �a�Y frOm PSe a n P ced bY on�Y� ctions. rodu �nterP�etive �ross m9 P1a ti raPhic 1 fot p,a� ��atiobased on thber 26, 2�2�. NQ'(ES�. � g�ee plate hw cond�ti�o `tdr dated No�em 3.ToP°grap �o�su16n9� Manha�d � � �60' 8�, 0 61� \ A � 66� g50 �y40 , 3zo� P P�ANv,EW A' �.: �H.,_ E p - �.�tE��n,��. � � ��G I MEn�tat C�a�iPN� E,.•.�� EpLO , 1NTERPRg�SE�T10N A'P �g ho e guddm9Pa�kWaY C US ek NW off�82p and Marin�eXas �° p FortWorth, project No• 25421 P`PTE 49 ELEVATION (feet) 11 69a — 680 — 670 — ' WEATHER - GALGAREOUS 660 — 650 — 640 — 630 — B B-12 � _. BUILD W G C FFE = 677.3 FT. NOTES: 1. Straiigraphic lines are interpretive only. Actual conditions between borings may vary from those shown. 2. See Plate 1 A for plan locations of Cross Sections. 3. Topographic conditions are based on the Grading Plan produced by Manhard GonsuRing, Ltd. dated November 26, 2024. ELEVATION (feet) �� — 690 _ 680 — 670 !G GRADE - — 660 B-5 ' - ssa — 640 ' —630 _ � B� I L.� p g0' 160' I 320' B e-?c-�r � BUILDING B PLAN VIEW � REEU I ENGINEERING � E��RON� �- E��N�<A� Atio � G R � U P ,°� ��s��.A�rs IN CROSS SECT ON g g IC Office/Warehouse Buildings NW Loop 820 and Marine Creek Parkway Fort Worth, Texas Project No. 25421 PLATE 50 �� ,��R�r,� � RgL�F� OFFICE/WAREHOUSE BUILDINGS NW LOOP 820 AND MARINE CREEK PARKWAY FORT WORTH, TEXAS SUMMARY OF TEST PITS TABLE 11. SUMMARY OF TEST PITS Test Pit Number Termination Depth Approximate 1 2 3 4 5 6 7 8 9 10 11 12 13 (feet) GPS Position 10 N32°49.377' W097°23.213' 14 N32°49.392' W097°23.166' 12 N32°49.375' W097°23.202' 11 N32°49.360' W097°23.218' 14 N32°49.370' W097°23.164' 14 N32°49.350' W097°23.191' 15 N32°49.350' W097°23.155' 10 N32°49.334' W097°23.203' 14 N32°49.331' W097°23.145' 15 N32°49.325' W097°23.099' 15 N32°49.320' W097°23.087' 14 N32°49.321' W097°23.122' 14 N32°49.297' W097°23.118' PLATE 51 �� ,��R�r,� G R gL� P OFFICE/WAREHOUSE BUILDINGS NW LOOP 820 AND MARINE CREEK PARKWAY Test Pit Number 14 15 16 FORT WORTH, TEXAS SUMMARY OF TEST PITS (Continued) TABLE 11. SUMMARY OF TEST PITS Termination Depth (feet) 15 15 18 Approximate GPS Position N32°49.292' W097°23.079' N32°49.248' W097°23.126' N32°49.337' W097°23.242' PLATE 52 �� ,��R�r,� G R gL� P OFFICE/WAREHOUSE BUILDINGS NW LOOP 820 AND MARINE CREEK PARKWAY FORT WORTH, TEXAS SUMMARY OF TEST PITS Test Pit #1 0' to 2' Dark brown silty clay with limestone fragments. 2' to 3' Light brown and brownish-yellow silty clay. 3' to 6' Severely weathered limestone. 6' to 10' Tan and gray, weathered limestone with marl seams. Dry at completion. Dry on Feb. 4, 2025 and Feb. 5, 2025. Terminated at 10'. Test Pit #2 0' to 2' Dark brown silty clay with limestone fragments and nodules. 2' to 4' Light brown and brownish-yellow severely weathered calcareous shale. 4' to 9' Tan limestone with marl seams and layers. 9' to 13' Gray, weathered limestone with some weathered calcareous shale seams. 13' to 14' Gray, slightly weathered limestone with traces of iron stains. Seepage observed at approximately 9'. Water @ approx. 6-1/2' on Feb. 4, 2025. Water @ approx. 6' on Feb. 5, 2025. Terminated at 14'. Test Pit #3 0' to 1' Limestone nodules in dark brown silty clay matrix. 1' to 4' Light brown and brownish-yellow silty clay with limestone nodules. 4' to 9' Tan limestone with marl seams. 9' to 12' Gray limestone with dark gray calcareous shale seams, slightly weathered. Water @ 11-1/2' on Feb. 4, 2025. Water @ 11' on Feb. 5, 2025 and Feb. 6, 2025. Terminated at 12'. Test Pit #4 0' to 2' Dark brown silty clay with limestone nodules. 2' to 4' Light brown and brownish-yellow silty clay with limestone nodules. 4' to 11' Tan limestone with marl seams. With gray seams below 10'. 11' Gray limestone with dark gray calcareous shale seams with traces of gypsum seams. Dry on Feb. 4, 2025 through Feb. 6, 2025. Terminated at 11'. Test Pit #5 0' to 2-1/2' Limestone nodules in dark brown silty clay matrix. 2-1/2' to 10' Tan limestone with marl seams. 10' to 13' Gray and tan limestone with some marl seams. 13' to 14' Gray limestone with traces of iron stains, slightly weathered. Dry on Feb 5, 2025 and Feb. 6, 2025. Terminated at 14'. PLATE 53 �� ,��R�r,� � RgL�F� Test Pit #6 0' to 1' Limestone nodules with dark brown silty clay. 1' to 4' Brownish-yellow and light brown silty clay with limestone nodules. 4' to 13' Tan limestone with some marl seams. 13' to 14' Gray and tan limestone, weathered. Terminated at 14'. Test Pit #7 0' to 1-1/2' Limestone nodules in dark brown silty clay matric. 1-1/2' to 12' Tan limestone with brownish-yellow marl with traces of limestone seams, weathered. 12' to 14' Gray and brownish-yellow marl with traces of limestone seams, weathered. 14' to 15' Gray limestone with traces of calcareous shale seams and iron stains, slightly weathered. Dry on Feb. 6, 2025. Terminated at 15'. Test Pit #8 0' to 1' Limestone nodules with dark brown silty clay. 1' to 3' Brownish-yellow and light brown silty clay with limestone nodules. 3' to 10' Tan limestone with traces of brownish-yellow and light brown marl seams. Roots in the upper 6 feet. Water seepage at base of excavation. Approximately 5 inches of water in base of excavation on Feb. 6, 2025. Terminated at 10'. Test Pit #9 0' to 1' Limestone nodules in dark brown silty clay matrix. 2' to 12' Brownish-yellow and light brown marl with tan limestone seams. Moist soil near slickensides at approximate depth of 10'. 12' to 13' Tan limestone with traces of marl seams. 13' t 14' Gray limestone with traces of tan limestone seams, slightly weathered. Terminated at 14'. Test Pit #10 0' to 2-1/2' Limestone nodules in dark brown silty clay matrix. 2-U2' to 6' Light brown and brownish-yellow silty clay with limestone nodules. 6' to 12-1/2' Tan limestone with some marl seams. 12-1/2' to 15' Gray limestone with traces of tan seams and iron stains, slightly weathered. Dry on Feb. 5, 2025 and Feb. 6, 2025. Terminated at 15'. PLATE 54 �� ,��R�r,� � RgL�F� TeSt Plt i�$11 0' to 2' Limestone nodules in dark brown silty clay matrix. 2' to 3' Limestone nodules with severely weathered calcareous shale seams. 3' to 7' Tan limestone with marl seams. 7' to 10-1/2' Brownish-yellow and gray severely weathered calcareous shale with some limestone seams. 10-1/2' to 13-1/2' Gray and brownish-yellow weathered calcareous shale with some limestone seams. 13-1/2' to 15' Gray calcareous shale with traces of limestone seams, slightly weathered. Terminated at 15'. Test Pit #12 0' to 1-1/2' Limestone nodules in dark brown silty clay matrix. 1-1/2' to 7-1/2' Brownish-yellow and gray severely weathered calcareous shale with limestone nodules. Traces of roots at 6'. 7-1/2' to 12-1/2' Tan limestone with brownish-yellow and gray marl seams. 12-1/2' to 14' Gray and tan limestone, weathered. Dry on Feb 5, 2025 and Feb. 6, 2025. Terminated at 14'. Test Pit #13 0' to 2' Limestone fragments with dark brown silty clay. 2' to 4-1/2' Brownish-yellow and light brown severely weathered calcareous shale with limestone nodules and calcareous deposits. 4-1/2' to 14' Tan limestone with traces of severely weathered calcareous shale seams. Dry on Feb. 6, 2025. Terminated at 14'. Test Pit #14 0' to 1' Limestone nodules in dark brown silty clay matrix. 1' to 5' Tan limestone with brownish-yellow and light brown marl seams. 5' to 13-1/2' Brownish-yellow and light brown marl with tan limestone seams. Traces of roots in the top 8'. 13-1/2' to 15' Brownish-yellow and medium gray marl with limestone seams. Dry on Feb. 6, 2025. Terminated at 15'. PLATE 55 �� ,��R�r,� G RgL�F TeSt Plt i�$15 0' to 1' Limestone nodules in dark brown silty clay matrix. 1' to 6' Tan limestone with traces of marl seams. 6' to 11' Brownish-yellow and light brown marl with traces of limestone seams and roots. 11' to 14-1/2' Marl with interbedded tan limestone. 14-1/2' to 15' Gray and tan limestone with some marl seams, weathered. Dry on Feb. 6, 2025. Terminated at 15' Test Pit #16 0' to 1' Limestone nodules in dark brown silty clay matrix. 1' to 4' Tan limestone with traces of marl seams. 4' to 13' Brownish-yellow and light brown marl with some limestone seams. 13' to 17' Dark gray and brownish-yellow calcareous shale with some limestone seams, weathered. 17' to 18' Dark gray calcareous shale with some limestone seams, slightly weathered. Terminated at 18'. PLATE 56 REED ENGINEERING GROUP Project Number : 25089 Date Completed : 6/8/2023 � � U Depth �- � � Q a 0 (ft) m � � `6 � (n _`-�C) \ �c _\ � 5 —� � 10— _� �� 15— � 20 —� \/ 25 — 30 — 35 — Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas DESCRIPTION OF STRATA LIMESTONE PARTICLE & FRAGMENTS, w/some dark brown silty clay (GP) LIMESTONE, tan, hard to very hard, weathered -w/trace of calcareous clay seam @ 5' __ SHALE, dark gray, soft, calcareous — -w/6" very hard limestone seam @ 18' Total Depth = 21 feet Dry after 4 minutes. Dry & blocked @ 17' @ end of day. BORING LOG B-01 Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ b01 679.5 1OO BIOws = 1 inch : 676 100 Blows = 1/2 inCh 665 663 i: TNater:le�el:on:6/8/2023 : - - 1 OO Blows = 1-9/2 inGhe's PLATE 2 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 6/8/2023 � � U Depth �- � � Q a 0 (ft) m � � `6 � (n _`-�C) \ � �� 5� _� �� Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas DESCRIPTION OF STRATA LIMESTONE PARTICLES & FRAGMENTS, w/dark brown silty clay (GC) LIMESTONE, tan, hard to very hard, weathered -w/2" calcareous clay seam @ 6.5' 10 � SILTY CLAY, olive-brown & gray, hard, w/iron-stained seams � � (severely weathered shale) (CH) -w/6" limestone seam below 10.5' � _- SHALE, dark gray, soft, w/very hard limestone seams, — calcareous 15� � \/ --- 20 — 25 — 30 — 35 — Total Depth = 17 feet Dry after 3 minutes. Dry & blocked @ 16' @ end of day. BORING LOG B-02 Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ b// 10a Blbws = 1 inch : _ 675 = 670.5 10a Blbws = 1 inch 667 _ 666.5_ ^ 665 10a Blbws = 1 inch PLATE 3 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 6/8/2023 � � U Depth �- � � Q � 0 (ft) m � � `6 � (n _`-�C) \ � J� o� ^� � 5— / � 10� 15-- 20-- � 25 —� \/ 30 — 35 — Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � DESCRIPTION OF STRATA �0 2o so ao ao so Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ LIMESTONE PARTICLES & FRAGMENTS, w/dark brown silty biu clay (GC) - - LIMESTONE PARTICLES & FRAGMENTS (GP) 668 - LIMESTONE, tan, hard to very hard, weathered 10a Blbws = 1 inch : 667 - SILTY CLAY, brownish-yellow & gray, hard, w/iron-stained seams 666 - & trace of limestone seams - (severely weathered shale) (CH) SILTY CLAY, brownish-yellow & gray, w/limestone seams & ^ 660 - layers - - (severely weathered shale) (CH - CL) SILTY CLAY, brownish-yellow & gray, hard, w/iron-stained seams 655 - & trace of limestone seams �, - (severely weathered shale) (CH) _- SHALE, dark gray, soft, w/trace of very hard limestone seams 649 - — — 10a Blbws = 1 inch Total Depth = 26 feet Dry after 4 minutes. Dry & blocked @ 23-1/2' @ end of day. BORING LOG B-03 PLATE 4 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 6/7/2023 Depth (ft) . Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas � � U O_ o o � Q �- DESCRIPTION OF STRATA E �� o (n � �� J � SILTY CLAY, dark brown, stiff to very stiff, w/limestone particle - � \& fragments (CH) � � LIMESTONE PARTICLES & FRAGMENTS, w/brown silty clay -- �(GC) t jSILTY CLAY, light brown, very stiff to hard, w/silty deposits & / trace of sand (CL) � / -- / � SILTY CLAY, olive-brown & gray, hard, w/limestone seams & some iron-stained seams (severely weathered shale) (CH - CL) 10� 15 20-- _� 25 �� _� \/ 30 — 35 — LIMESTONE, gray, very hard, w/some soft dark gray shale seams & layers Total Depth = 29 feet Dry after 5 minutes. Dry & blocked @ 26-1/2' @ end of day. Dry & blocked @ 23-1/2' on 6/8/2023. BORING LOG B-04 Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ bb4 _ 663.5 _ 661 - 657 - 10a Blbws = 1 inch : 640 - 10a Blbws = 1 inch PLATE 5 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 6/7/2023 Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas � � U Depth �- � � Q � �ft� � � � � DESCRIPTION OF STRATA \ y>'' ` LIMESTONE PARTICLES & FRAGMENTS, w/dark brown silty -6 ` clay (GC) _ � SILTY CLAY, light brown & gray, very stiff to hard, w/some � calcareous deposits, calcareous concretions iron stains (CH) 5- 10� 15� 20� 25� _� 30 �� 35 — SILTY CLAY, olive-brown & gray, hard, w/limestone seams, some iron-stained seams & trace of silt seams (severely weathered shale) (CH) �%� SHALE, dark gray & olive-brown, soft, w/some iron-stained � seams, weathered �� SHALE, dark gray, soft, w/very hard limestone seams Total Depth = 30 feet Dry after 5 minutes. Dry & blocked @ 26' @ end of day. Dry & blocked @ 25-1/2' on 6/8/2023. BORING LOG B-05 Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ bJb 654.5 - 648 - 633 631 10a Blbws = 1 inch PLATE 6 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 6/6/2023 � � U Depth �- � � Q � 0 (ft) m � � `6 � � �� 5 � 10� 15� S 20� _� \/ 25 — Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas DESCRIPTION OF STRATA SILTY CLAY, dark brown, hard, w/some limestone particles (C�i' LIMESTONE PARTICLES & FRAGMENTS, w/brown silty clay (GC) SILTY CLAY, light brown & brownish-yellow, very stiff, w/some calcareous concretions & calcareous deposits (CH) SILTY CLAY, brownish-yellow & gray, hard, w/iron stains (severely weathered calcareous shale) (CH) SHALE, dark gray, soft, w/some very hard gray limestone seams, calcareous -w/3" gray limestone seam @ 17.5' Total Depth = 23 feet Dry after 5 minutes. Dry & blocked @ 22' @ end of day. Dry & - blocked @ 22' on 6/8/2023. 30 — 35 — BORING LOG B-06 Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ bbl _ 660.5_ 656.5 654 643.5 643.49 10a Blbws = 1 inch PLATE 7 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 6/6/2023 � � U Depth �- � � Q � 0 (ft) m � � `6 � (n _`-�C) _\ �� 5— � 10� 15� 20� _� 2� \ / Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas DESCRIPTION OF STRATA yy'; LIMESTONE PARTICLES & FRAGMENTS, w/ brown silty clay �` �Gc� /� LIMESTONE, tan, hard to very hard, weathered / � -w/fractured @ 3.5' L SILTY CLAY, brownish-yellow & light brown, hard, w/some iron �stains (severely weathered calcareous shale) (CH) -w/limestone seam @ 10' -w/friable limestone seam @ 15' ��j'� SHALE, dark gray, soft, w/very hard gray limestone seams & some iron stains, calcareous, weathered _= SHALE, dark gray, soft, w/very hard limestone seams, - — - calcareous � - Total Depth = 25 feet 30 — 35 — Dry after 5 minutes. Dry & blocked @ 24-1/2' @ end of day. Dry & blocked @ 22' on 6/8/2023. Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ b/J 1 OO Blows = 1-9/2 inGhe's : 673 - 671.5 669 ^ 665 ^ 660 _ _ 655.5 _ 654.5 10a Blbws = 1 inch BORING LOG B-07 PLATE 8 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 6/2/2023 Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas � � U Depth �- � � Q a �ft� � � � � DESCRIPTION OF STRATA �"` LIMESTONE PARTICLES & FRAGMENTS, w/some brown silty - � �,`,I clay (GC) O � J O _ /� �� 5� _� 10�� _� 15�� _� 20 �� 25 — _� \ / 30 — 35 — LIMESTONE, tan, hard to very hard, w/calcareous clay seams & layers, weathered __ SHALE, dark gray, soft, w/very hard limestone seams & layers Total Depth = 28 feet Dry after 5 minutes. Dry & blocked @ 25' @ end of day. Dry & blocked @ 20' on 6/6/2023. BORING LOG B-08 Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ bOJ 1 �0 BloLvs = 2 inches 68Z 1 �0 BloLvs = 2 inches 10a Blbws = 1 inch 10a Blbws = 1 inch 10a Blbws = 1 inch : 662 - 10a Blbws = 1 inch PLATE 9 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 6/2/2023 Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas � � U Depth �- � � Q � �ft� � � � � DESCRIPTION OF STRATA \ �"` LIMESTONE PARTICLES & FRAGMENTS, w/some brown silty � �` clay (GC) � / SILTY CLAY, brownish-yellow & light brown, hard, w/limestone seams & calcareous clay seams (severely weathered calcareous shale) (CH - CL) 5�� _� 10�� _� 15�� 20 — _� \/ 25 — 30 — 35 — LIMESTONE, tan, hard to very hard, w/calcareous clay seams & layers, weathered � -w/severely weathered shale seams @ 16' _- SHALE, dark gray, soft, w/very hard limestone seams Total Depth = 22 feet Dry after 5 minutes. Dry & blocked @ 20-1/2' @ end of day. Dry & blocked @ 24-1/2' on 6/6/2023. BORING LOG B-09 Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ bau 688.5 686 - 100 Blows:= 3 inches : — - 1 �0 BloLvs = 2 inches 10a Blbws = 1 inch - 674 - 673 10a Blbws = 1 inch PLATE 10 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 5/31/2023 Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas � � U Depth �- � � Q a �ft� � L� � DESCRIPTION OF STRATA � % SILTY CLAY, dark brown, hard, w/limestone particles & �.,,fragments (CL) o �� LIMESTONE PARTICLES & FRAGMENTS (GP) �O C �Q � � j CALCAREOUS CLAY, light brown, hard, w/some iron stains, 5 /limestone seams & silty clay seams / (severely weathered limestone) (CL) _ / _ / / 10� / _ / _ / _ / // -w/gray seams below 14' 15— -�� LIMESTONE, gray, very hard, w/some soft shale seams �� _� \ / 20 — 25 — 30 — 35 — Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ ba� � 696 - - ^ - 693 - 683 10a Blbws = 1 inch 68Z - 10a Blbws = 1 inch Total Depth = 19 feet Dry after 5 minutes. Dry & blocked @ 18-1/2' @ end of day. Dry & blocked @ 14-1/2' on 6/6/2023. BORING LOG B-10 PLATE 11 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 5/31/2023 Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas � � U Depth �- � � Q a �ft� � � � � DESCRIPTION OF STRATA � yy'; LIMESTONE PARTICLES & FRAGMENTS, w/some brown silty �.�` clay (GC) Sd � /� LIMESTONE, tan, hard to very hard, weathered /CALCAREOUS CLAY, light brown & brownish-yellow, hard, /w/silty clay seams, limestone seams & some iron stains (severely weathered limestone) (CL) 5� / / � / / _ / 10— / _ / �� / LIMESTONE, gray, very hard, w/soft shale seams 15� _� �� 20 — _� �� 25 — _� �� 30 — _� 3� � � LIMESTONE, gray, very hard _- SHALE, dark gray, soft, calcareous Total Depth = 35 feet Dry after 5 minutes. Dry & blocked @ 33' @ end of day. BORING LOG B-11 Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ bab 1 OO Blows = 1-9/2 inGhe's : 694 - 693 1 OO Blows = 3-1/2 inGhe's _ 683 10a Blbws = 1 inch 100 Blows = 1/2 inCh 672 10a Blbws = 1 inch 668 1 OO Blows = 1-9/2 inGhe's PLATE 12 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 6/6/2023 � � U Depth �- � � Q � 0 (ft) m � � `6 � (n _`-�C) 5— _� 10�� _� 15�� _� 20 �� _� 2� \ / 30 — 35 — Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas DESCRIPTION OF STRATA Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ bOJ 682 � ' 679.5 678 1 OO Blows = 1-9/2 inGhe's 10a Blbws = 1 inch 10a Blbws = 1 inch 664 10a Blbws = 1 inch LIMESTONE PARTICLES & FRAGMENTS, w/some brown silty clay (GC - GP) SILTY CLAY, light brown & gray, hard, w/iron stains & some calcareous deposits (severely weathered calcareous shale) (CH - CL) -w/limestone seams @ 5.5' LIMESTONE, tan, hard to very hard, weathered _- SHALE, dark gray, soft, calcareous Total Depth = 25 feet Dry after 5 minutes. Dry & blocked @ 24' @ end of day. Dry & blocked @ 20-1/2' on 6/8/2023. BORING LOG B-12 PLATE 13 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 6/8/2023 Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas Location: See Plate 1 Stantlartl F'enetration I ests N ^ v Blows per Foot -� Depth � �� Q o �0 2o so ao ao so Elev. �ft� �� J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) (n �) Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ � / SILTY CLAY, dark brown, hard, w/limestone particles & - b�� - fragments (CH) � � LIMESTONE PARTICLES & FRAGMENTS (GP) 651 �/� LIMESTONE, tan, hard to very hard, weathered 650 � /y/. _ 5 j SILTY CLAY, light brown, hard, w/some iron stains & calcareous _ _ 648.5 � / deposits (CL) _ /( _ /SILTY CLAY, brownish-yellow & gray, very stiff, w/calcareous 645 - concretions, calcareous deposits & some iron stains (CH - CL) 10� — - - _ SILTY CLAY, olive-brown & gray, hard, w/some iron-stained _ 640.5_ seams (severely weathered shale) (CH) 15� — - - LIMESTONE, tan to very hard, weathered 636 - � LIMESTONE, gray & tan, hard to very hard, weathered 635 - SILTY CLAY, olive-brown, gray & dark gray, hard, w/iron-stained 634 - Zp � seams & silt seams — - �(severely weathered shale) (CH) � : - Total Depth = 20 feet - Dry after 4 minutes. Dry & blocked @ 20' @ end of day. Dry & 25_ blocked @ 20' on 6/8/2023. 30 — 35 — BORING LOG B-13 PLATE 14 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 6/7/2023 � � U Depth �- � � Q � (ft) � � � � � 5— 10� 15� 20� 25 � 30 — 35 — Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas DESCRIPTION OF STRATA SILTY CLAY, dark brown, hard, w/some limestone particles (C�i' �LIMESTONE PARTICLES & FRAGMENTS, w/dark brown silty clay (GC) � t SILTY CLAY, light brown, hard to very stiff, w/calcareous deposits, calcareous concretions & some iron stains (CH) /CALCAREOUS CLAY, light brown, hard, w/some iron stains & — /trace of fossils / (severely weathered limestone) (CL - CH) / -w/limestone seams @ 11.5' / / SILTY CLAY, olive-brown & gray, very stiff to hard, w/iron-stained � seams (severely weathered shale) (CH) LIMESTONE, tan & gray, hard to very hard, weathered ` SILTY CLAY, olive-brown, hard, w/iron stains & limestone seams (severely weathered shale) (CH) i -w/limestone seam @ 20' LIMESTONE, gray, very hard _ Total Depth = 25.5 feet Dry after 5 minutes. Dry & blocked @ 23' @ end of day. Water @ 19-1/2' & blocked @ 22' on 6/8/2023. Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ bJU _ 649.5 _ - 647 - - 641 - _ 638.5 _ 636 - 634 633 Water.le�el:on:6/8/ 023 : 630 100 Blaws:= 1/2:inch : — 625.5_ BORING LOG B-14 PLATE 15 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 5/31/2023 � � U Depth �- � � Q a 0 (ft) m � � `6 � (n _`-�C) _\ � 5� 10 � Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas DESCRIPTION OF STRATA yy'; LIMESTONE PARTICLES & FRAGMENTS, w/dark brown silty b.(!�` clay & roots (GC) jSILTY CLAY, light brown, hard, w/some iron stains, limestone / particles & fragments (CL) / /� CALCAREOUS CLAY, light brown & brownish-yellow, hard, /w/some iron stains & limestone seams / (severely weathered limestone) (CL) / / / - Total Depth = 10 feet Dry after 5 minutes. Dry & blocked @ 9-1/2' @ end of day 15— 20 — 25 — 30 — 35 — BORING LOG B-15 Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ ba4 _ 692.5_ 689 PLATE 16 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 6/6/2023 Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas Location: See Plate 1 Stantlartl F'enetration I ests N ^ v Blows per Foot -� Depth � �� Q o �0 2o so ao ao so Elev. �ft� �� J DESCRIPTION OF STRATA Pocket Penetrometer Readings (ft) (n �) Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ y� LIMESTONE PARTICLES & FRAGMENTS, w/dark brown silty bb/ - _,�Y clay (GC) - - � SILTY CLAY, light brown & gray, very stiff, w/calcareous 664 - - concretions & calcareous deposits (CH) - 5— - - - _ SILTY CLAY, light brown & gray, hard, w/some iron stains & trace _: _ 660.5_ of calcareous deposits - (severely weathered calcareous shale) (CH) - 10 � — - - Total Depth = 10 feet Dry after 5 minutes. Dry & blocked @ 9-1/2' @ end of day. 15— 20 — 25 — 30 — 35 — BORING LOG B-16 PLATE 17 GEOTECHNICAL CONSULTANTS � REED ENGINEERING GROUP Project Number : 25089 Date Completed : 6/6/2023 Depth (ft) 5— Office/V1larehouse Building Marine Creek Parkway and Angle Avenue Fort Worth, Texas � � U O_ o o � Q �- DESCRIPTION OF STRATA E �� o (n � �i� J /SILTY CLAY, dark brown & brown, hard (CH) -w/limestone particles & fragments @ surface SILTY CLAY, light brown & brownish-yellow, very stiff to hard, w/some calcareous concretions, calcareous deposits & iron — stains (CH) -- SILTY CLAY, brownish-yellow & light brown, hard, w/iron stains (severely weathered calcareous shale) (CH) 10 � - Total Depth = 10 feet Dry after 5 minutes. Dry & blocked @ 10' @ end of day. 15— 20 — 25 — 30 — 35 — BORING LOG B-17 Location: See Plate 1 Stantlartl F'enetration I ests Blows per Foot - � 10 20 30 40 50 60 Elev. Pocket Penetrometer Readings �ft� Tons Per Sq. Ft. - � � :� � a � 5+ a.�++ bJU _ 649.9� 648.5 644.5 PLATE 18 GEOTECHNICAL CONSULTANTS � SUMMARY OF LABORATORY TEST RESULTS PLATE 21 GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE BUILDING MARINE CREEK PARKWAY AND ANGLE AVENUE FORT WORTH, TEXAS Summary of Classification and Index Property Tests Total Percent Percent Moisture Liquid Plastic Plasticity Soil Passing Passing Boring Depth Content Limit Limit Index Suction No. 200 No. 4 No. (feet) (%) (%) (%) (PI) (psf) Sieve Sieve B-1 0.0 - 1.5 6.2 -- -- -- -- 15 23 B-2 11.0 - 12.0 19.2 58 26 32 9,590 -- -- B-3 0.0 - 1.5 7.8 -- -- -- -- -- -- 4.5 - 6.0 25.5 78 28 50 -- -- -- 9.0 - 10.0 19.6 -- -- -- -- -- -- 15.0 - 16.0 18.1 -- -- -- -- -- -- 19.0 - 20.0 21.3 -- -- -- -- -- -- B-4 0.0 - 1.5 20.7 -- -- -- 1,810 -- -- 3.0 - 4.5 14.1 -- -- -- 1,480 -- -- 4.5 - 6.0 11.8 45 19 26 1,590 -- -- 9.0 - 10.0 18.6 -- -- -- 10,020 -- -- 14.0 - 15.0 12.3 -- -- -- 14,020 -- -- 19.0 - 20.0 19.4 64 27 37 17,590 -- -- B-5 1.5 - 3.0 17.4 51 21 30 1,750 -- -- 3.0 - 4.5 22.3 -- -- -- 1,300 -- -- 4.5 - 6.0 19.4 -- -- -- 3,610 -- -- 9.0 - 10.0 19.4 59 27 32 26,320 -- -- 14.0 - 15.0 16.1 -- -- -- 21,310 -- -- 19.0 - 20.0 13.4 -- -- -- 3,190 -- -- 24.0 - 25.0 23.1 -- -- -- 9,870 -- -- B-6 1.0 - 2.5 6.0 -- -- -- 8,880 -- -- 4.5 - 6.0 22.2 -- -- -- 2,010 -- -- 9.0 - 10.0 16.1 -- -- -- 15,260 -- -- 14.0 - 15.0 18.6 -- -- -- 20,070 -- -- SUMMARY OF LABORATORY TEST RESULTS PLATE 22 GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE BUILDING MARINE CREEK PARKWAY AND ANGLE AVENUE FORT WORTH, TEXAS (Continued) Summary of Classification and Index Property Tests Total Percent Percent Moisture Liquid Plastic Plasticity Soil Passing Passing Boring Depth Content Limit Limit Index Suction No. 200 No. 4 No. (feet) (%) (%) (%) (PI) (psf) Sieve Sieve B-7 6.0 - 7.0 21.9 -- -- -- 4,060 -- -- 9.0 - 10.0 15.7 -- -- -- 14,920 -- -- 14.0 - 15.0 9.1 -- -- -- 55,390 -- -- 19.0 - 20.0 15.8 -- -- -- 26,110 -- -- B-8 0.0 - 1.5 4.1 -- -- -- -- 15 33 B-9 1.5 - 3.0 8.1 31 14 17 -- 80 99 B-10 0.0 - 1.5 7.8 -- -- -- -- -- -- 4.0 - 5.5 12.5 -- -- -- -- -- -- 5.0 - 6.5 13.6 -- -- -- -- -- -- 9.0 - 10.0 13.3 49 22 27 -- -- -- 14.0 - 15.0 13.5 -- -- -- -- -- -- B-11 5.0 - 6.5 11.2 36 15 21 -- -- -- 7.0 - 8.0 5.9 -- -- -- -- -- -- B-12 3.0 - 4.5 14.9 -- -- -- -- -- -- B-13 0.0 - 1.5 14.7 -- -- -- -- -- -- 5.0 - 6.5 20.4 -- -- -- -- -- -- 9.0 - 10.0 23.0 -- -- -- -- -- -- 14.0 - 15.0 22.4 57 26 31 -- -- -- 19.0 - 20.0 30.7 -- -- -- -- -- -- SUMMARY OF LABORATORY TEST RESULTS PLATE 23 GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE BUILDING MARINE CREEK PARKWAY AND ANGLE AVENUE FORT WORTH, TEXAS (Continued) Summary of Classification and Index Property Tests Total Percent Percent Moisture Liquid Plastic Plasticity Soil Passing Passing Boring Depth Content Limit Limit Index Suction No. 200 No. 4 No. (feet) (%) (%) (%) (PI) (psf) Sieve Sieve B-14 0.0 - 1.5 18.0 -- -- -- -- -- -- 3.0 - 4.5 16.0 30 20 10 -- -- -- 4.5 - 6.0 21.3 -- -- -- -- -- -- 9.0 - 10.0 19.0 -- -- -- -- -- -- 14.0 - 15.0 20.7 -- -- -- -- -- -- 19.0 - 20.0 6.5 63 34 29 -- -- -- B-15 0.0 - 1.5 13.6 -- -- -- -- -- -- 1.5 - 3.0 7.5 21 19 2 -- -- -- 5.0 - 6.5 15.1 -- -- -- -- -- -- 9.0 - 10.0 9.2 -- -- -- -- -- -- B-16 0.0 - 1.5 6.7 -- -- -- -- -- -- 3.0 - 4.5 22.0 -- -- -- -- -- -- 4.5 - 6.0 19.9 -- -- -- -- -- -- 9.0 - 10.0 15.2 -- -- -- -- -- -- B-17 0.0 - 1.5 17.8 -- -- -- -- -- -- 1.5 - 3.0 18.9 -- -- -- -- -- -- 3.0 - 4.5 17.0 46 19 27 -- -- -- 4.5 - 6.0 20.5 -- -- -- -- -- -- 9.0 - 10.0 23.0 -- -- -- -- -- -- SUMMARY OF LABORATORY TEST RESULTS PLATE 24 Summary of Unconfined Compression Tests Dry Unconfined Moisture Unit Compressive Sample Boring Depth Content Weight Strength Legend No. (feet) (%) (pcf) (ksf) A B-6 4.5 - 6.0 16.8 115.3 4.1 B B-13 5.0 - 6.5 20.5 107.8 1.5 C B-14 4.5 - 6.0 17.4 110.6 3.6 D B-14 14.0 - 15.0 23.9 99.5 3.1 SUMMARY OF LABORATORY TEST RESULTS PLATE 25 GEOTECHNICAL INVESTIGATION OFFICE/WAREHOUSE BUILDING MARINE CREEK PARKWAY AND ANGLE AVENUE FORT WORTH, TEXAS Summary of Free-Swell Results Initial Final Initial Final Moisture Moisture Pocket Pocket Restraining Percent Boring Depth Content Content Pen. Pen. Pressure Swell No. (feet) (%) (%) (tsf) (tsf) (psf) (%) B-3 4.5 - 6.0 26.2 27 2.50 2.50 1,880 0.7 B-3 9.0 - 10.0 19.2 24.3 4.50++ 4.50 2,501 4.3 B-6 9.0 - 10.0 14.9 18.5 4.50+ 4.50+ 3,127 0.5 B-7 9.0 - 10.0 21.4 28 4.50++ 1.75 1,880 2.8 SUMMARY OF LABORATORY TEST RESULTS PLATE 26 Absorption Pressure Swell Test Initial Final Project No. 25089 Moisture Content (%) 24.5 31.1 Boring No. B-2 Penetrometer (tsf) 4.5 4.25 Depth (ft) 11-12 Dry Unit Weight (pcf) 95.0 91.9 Liquid Limit 58 Specific Gravity 2.71 2.71 Plasticity Index 32 Void Ratio 0.781 0.840 Cs 0.059 Saturation (%) 85 100 alpha 0.33 Spec. Volume 0.66 0.68 Percent Swell 3.3 Swell Pressure (psf) 2,590 250 SUMMARY OF LABORATORY TEST RESULTS PLATE 27 Absorption Pressure Swell Test Initial Final Project No. 25089 Moisture Content (%) 15.7 23.9 Boring No. B-3 Penetrometer (tsf) 4.5+ 4.25 Depth (ft) 15-16 Dry Unit Weight (pcf) 106.1 102.4 Liquid Limit -- Specific Gravity 2.71 2.71 Plasticity Index -- Void Ratio 0.594 0.652 Cs 0.057 Saturation (%) 72 99 alpha 0.26 Spec. Volume 0.59 0.61 Percent Swell 3.6 Swell Pressure (psf) 2,590 250 SUMMARY OF LABORATORY TEST RESULTS PLATE 28 Absorption Pressure Swell Test Initial Final Project No. 25089 Moisture Content (%) 12.2 20.8 Boring No. B-7 Penetrometer (tsf) 4.5++ 1.75 Depth (ft) 14-15 Dry Unit Weight (pcf) 115.4 107.8 Liquid Limit -- Specific Gravity 2.71 2.71 Plasticity Index -- Void Ratio 0.465 0.569 Cs 0.079 Saturation (%) 71 99 alpha 0.44 Spec. Volume 0.54 0.58 Percent Swell 7.1 Swell Pressure (psf) 5,180 250 SUMMARY OF LABORATORY TEST RESULTS PLATE 29 Absorption Pressure Swell Test Initial Final Project No. 25089 Moisture Content (%) 25.8 29.2 Boring No. B-13 Penetrometer (tsf) 4.5+ 4 Depth (ft) 14-15 Dry Unit Weight (pcf) 97.5 94.8 Liquid Limit 57 Specific Gravity 2.72 2.72 Plasticity Index 31 Void Ratio 0.740 0.791 Cs 0.046 Saturation (%) 95 100 alpha 0.55 Spec. Volume 0.64 0.66 Percent Swell 2.9 Swell Pressure (psf) 3,240 250 SUMMARY OF LABORATORY TEST RESULTS PLATE 30 Absorption Pressure Swell Test Initial Final Project No. 25089 Moisture Content (%) 23.9 31.7 Boring No. B-14 Penetrometer (tsf) 4.25 1.75 Depth (ft) 19-20 Dry Unit Weight (pcf) 96.3 90.5 Liquid Limit 63 Specific Gravity 2.71 2.71 Plasticity Index 29 Void Ratio 0.756 0.869 Cs 0.101 Saturation (%) 86 99 alpha 0.53 Spec. Volume 0.65 0.69 Percent Swell 6.4 Swell Pressure (psf) 3,240 250 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 !!!!!!!! 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 322 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 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 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 4/28/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CT6020A 3600 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CTFW5520A 3600 psi 3-5" Slump; 3-6% Air 4/28/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CTFW6020A 4000 psi 3-5" Slump; 3-6% Air 8/4/2025 32 13 20 Mix Design Chisholm Trail Redi Mix CTFW5020A f 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 10/31/2025 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 10/31/2025 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 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) 9/9/2022 32 13 13 Mix Design Burnco Texas 36U500BG 3600 psi 5.5-7.5" 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 2 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 With 20% Fly Ash 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 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 5/20/2025 32 13 13 Mix Design Gilco Contracting Inc 36MP1643 3600 psi 1-3" Slump; 3-6% Air 6/20/2025 32 13 13 Mix Design Gilco Contracting Inc 36MP1629 3600 psi 1-3" Slump; 3-6% Air 7/29/2025 32 13 13 Mix Design Gilco Contracting Inc 36MP1655 With 20% Fly Ash 3600 psi 1-3" Slump; 3-6% Air 7/29/2025 32 13 13 Mix Design Gilco Contracting Inc 36MP1670 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 10/31/2025 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 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 5/20/2025 32 13 13 Mix Design Gilco Contracting Inc 45HP1643 4500 psi 3-5" Slump; 3-6% Air 6/20/2025 32 13 13 Mix Design Gilco Contracting Inc 45HP1629 4500 psi 3-5" Slump; 3-6% Air 7/29/2025 32 13 13 Mix Design Gilco Contracting Inc 45HP1670 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 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 …Class P Concrete (Continues) 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 10/31/2025 Class HES (High Early Strength Paving) 9/9/2022 32 13 13 Mix Design Big D Concrete 14500AE 4500 psi 3-5" Slump; 3-6% 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 03 314 16 Mix Design Martin Marietta YN81O001 750 psi 8-12" Slump; 5-10% 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 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 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 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 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 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 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 10/31/2025 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 10/31/2025 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 ….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 (4-5-2025) 03 34 13 CLSM specification Page 6 of 6 CFW Product Name Manufacturer Manufacturer Product Name & Description Makers Sales and Marketing, LLC MRT2470AB‐Type 11, 36" or 60" Rise 2/Bolt 8' Arm, Galvanized Makers Sales and Marketing, LLC MRT2470AB‐Type 11, 36" or 60" Rise 2/Bolt 8' Arm, Black Valmont Industries, Inc DB01373(page 1 of 6)‐Shoe Base Pole Type 11, Galvanized Makers Sales and Marketing, LLC Type 33B, 36" Rise Simplex 8' Arm, Galvanized Makers Sales and Marketing, LLC Type 33B, 36" Rise Simplex 8' Arm, Black Valmont Industries, Inc DB01373(page 4 of 6)‐Single Arm Type 33B, Galvanized Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P101‐Mvolt‐R2‐3K‐ MP‐NL‐P7‐AO‐RFD325607 Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P101‐Mvolt‐R4‐3K‐ MP‐NL‐P7‐AO‐RFD325606 Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P101‐Mvolt‐R2‐3K‐BK‐ MP‐NL‐P7‐AO‐RFD325609 Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P101‐Mvolt‐R4‐3K‐BK‐ MP‐NL‐P7‐AO‐RFD325608 McFarland Cascade CREOSOTE 30/35 FOOT TIMBER POLE Bayou Forest Products 30‐35’ .80 CCA Green Timber Pole Makers Sales and Marketing, LLC Wood Pole Arm, 36" Rise Simplex 8' Arm, Galvanized Makers Sales and Marketing, LLC Wood Pole Arm, 36" Rise Simplex 8' Arm, Black Valmont Industries, Inc DB01373(page 6 of 6)‐Wood Pole Arm, Galvanized Makers Sales and Marketing, LLC MRT33.585AB‐Type 18, 36" or 60" Rise 2/Bolt 8' Arm, Galvanized Makers Sales and Marketing, LLC MRT33.585AB‐Type 18, 36" or 60" Rise 2/Bolt 8' Arm, Black Valmont Industries, Inc DB01373(page 2 of 6)‐Shoe Base Pole Type 18, Galvanized Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Galvanized Makers Sales and Marketing, LLC Type 33A, 60" Rise Simplex 8' Arm, Black Valmont Industries, Inc DB01373(page 3 of 6)‐Single Arm Type 33A, Galvanized Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P303‐Mvolt‐R2‐3K‐ MP‐NL‐P7‐AO‐RFD322792 Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P303‐Mvolt‐R4‐3K‐ MP‐NL‐P7‐AO‐RFD322794 Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P303‐Mvolt‐R2‐3K‐BK‐ MP‐NL‐P7‐AO‐RFD322793 Acuity Brands Lighting, Inc.American Electric Lighting, ATB0‐P303‐Mvolt‐R4‐3K‐BK‐ MP‐NL‐P7‐AO‐RFD322795 Wood Pole Arm CFW Lighting Approved Products List Arterial Luminaire Residential Luminaire Residential‐Standard Arterial‐Standard Type 11 Pole Type 33B Arm Timber Pole Type 18 Pole Type 33A Arm McFarland Cascade CREOSOTE 35/40 FOOT TIMBER POLE Bayou Forest Products 30‐35’ .80 CCA Green Timber Pole Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Galvanized Makers Sales and Marketing, LLC Wood Pole Arm, 60" Rise Simplex 8' Arm, Black Valmont Industries, Inc DB01373(page 5 of 6)‐Wood Pole Arm, Galvanized Washington 10' Pole Acuity Brands Lighting, Inc.Holophane, CLA 10.6(0AL)FT J20P07BK‐MOD, AB‐31‐4 RFD110736 Washington 14' Pole Acuity Brands Lighting, Inc.Holophane, CLA14FT J20DMODC03BK RFD325026, AB‐ 16‐4 SPEC RFD325026 Washington Luminaire Acuity Brands Lighting, Inc.Holophane, WFCL3 P40 30K MVOLT FC3 NF BK AO PR7 FRGL RFD338699 Washington Globe Luminaire Acuity Brands Lighting, Inc. Holophane, AWDE3 P40 30K MVOLT MS AL3 BK PR7 AO RFD‐315548 Oleander Type A Pole Acuity Brands Lighting, Inc.Holophane, PDA 12S5L20POBBK‐MOD Oleander Type B Pole Acuity Brands Lighting, Inc.Holophane, PDA20S5L20P08BK‐MOD Oleander Type B Arm Acuity Brands Lighting, Inc.Holophane, OHC 15IN 2A TN BK Oleander Luminaire Acuity Brands Lighting, Inc. Holophane, AUCL2 P40 30K AS BK L3 N P7 AO RFD338741 Berry 12' Pole Acuity Brands Lighting, Inc.Holophane, RSA 12 50 G12 SC BK AB‐26‐4 RFD326400 Berry 20' Pole Acuity Brands Lighting, Inc.Holophane, PD20S5J20P11BK RFD338816 Berry Arm Acuity Brands Lighting, Inc.Holophane, VLC 27IN 1A TN QSM BK Berry Luminaire Acuity Brands Lighting, Inc. Holophane, GPLF3 P40 30K MVOLT ASY QSM BK PR7 AO SH Banner Arms Acuity Brands Lighting, Inc.Holophane, BA‐24IN‐2A‐C0‐S4J‐BL‐075P‐BK Cantex Inc. Rigid Nonmetallic Schedule 80 Conduit, Meets UL 651 specifi cations and NEMA TC2, Rated for 90°C Cable, Sunlight Resistant, 10’ Lengths and 20' lengths Heritage Plastics Rigid Nonmetallic Schedule 80 Electric Conduit, Meets UL 651 specifications, RUS listed, NEMA TC‐2 and NEMA TC‐3, Rated for 90°C Cable, Sunlight & Weather Resistant Atkore‐Heritage Plastics PVC Rigid Schedule 80 Conduit, Conforms to UL 651 and NEMA TC 2, Sunlight Resistant, Listed for 90°C conductors or cable Prime Conduit, Inc Schedule 80 PVC Rigid Nonmetallic Conduit, Extra Heavy Wall EPC‐80, Sunlight resistant, Rated for use with 90°C conductors, Meets UL651 Splice Kit With Connector NSi Industries, LLC Gel Stub Splice Kit with Connector, Easy‐Splice, ESSLK Series Wood Pole Arm Timber Pole Conduit Decorative‐Pedestrian System Southwire Type XHHW‐2 copper conductor, 600V Encore Wire TYPE XHHW‐2 / RW90, copper conductor, Superslick Elite, 600V/1000V Encore Wire THHN / MTW / THWN‐2 Copper conductor, 600V Service Wire Co Servicepro‐X XHHW‐2, 600/1,000 Volt Copper, CT Rated Advanced Digital Cable Inc XHHW‐2 Low Smoke Halogen Free, Cross‐linked Polyethylene Insulated 14 AWG‐750 MCM, 600 Volts, 90°C Dry and wet Aluminum Wire‐Triplex Priority Wire & Cable, Inc Triplex Overhead Aluminum Conductor Edison General Purpose, Midget Class MEN Fuses, Voltage Rating: MEN ‐ 250 VAC, Ampere Rating: 0.5 ‐ 30 Amps, Interrupting Rating: 10,000 RMS Amps @ 125V Edison Modular Ferrule Fuse Blocks for Midget Class and CC Fuses Cooper In‐line fuse holders for Single‐Pole 13/32" x 1 1/2" Fuses HEB‐AA EATON Bussmann Series, HEB breakaway and non‐breakaway in‐line fuse holders for UL 13/32” x 1‐ 1/2”supplemental fuses EATON Bussmann Series, FNM 13⁄32˝ x 1‐1⁄2˝ 250Vac Ɵme‐ delay supplemental fuses Connector Thomas & Betts Wire Joints for Copper Conductor, Cat No: 54615, 54620, 54625‐TB, 54635, 54640, 54630 Electrol Systems, Inc TY A (120/240) 100(NS)AL(E)PS(U) WE Manufacturing & Controls TY A 120/240 100(NS)AL(E)PS(U) Electrol Systems, Inc TY A (240/480) 100(NS)AL(E)PS(U) WE Manufacturing & Controls TY A 240/480 100(NS)AL(E)PS(U) MacLean Highline Polymer Concrete, PHA132412X0002: TIER 22 (X) 22, 500lbs Oldcastle Polymer Concrete, H‐SERIES UNIT, H1730‐24 TIER‐22 ‐ TXDOT 2x 1/2" CAPTIVE BOLT ‐ 2x BRASS FLOATING NUT Oldcastle Polymer Concrete, H‐SERIES UNIT, H1324‐24 TIER‐15 ‐ TXDOT 2x 1/2" CAPTIVE BOLT ‐ 2x BRASS FLOATING NUT Kearneys NSi Industries, LLC Split Bolt Connectors, Copper Split Bolts 2 Wire, N Series Photocell Acuity Brands Lighting, Inc.Dark To Light, DLL Elite, Electronic Locking, Type Photocontrol, DLL‐127 or DLL‐480 Shorting Caps Acuity Brands Lighting, Inc.Dark To Light, Part # DSHORT SBK U Residential Luminaire TRASTAR INC.DURA‐STR10A‐3K‐120‐3‐GR‐SCL Arterial Luminaire TRASTAR INC.DURA‐STR25‐3K‐120‐3‐GR‐SCL Interim Products Copper Wire/Conductor Metered Pedestal 120‐240V Metered Pedestal 240‐ 480V Ground Box Fuse & Fuse Holder