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065808-PM1 - Construction-Related - Contract - Ashton Dallas Residential, LLC, and Conatser Construction TX, L.P.
CSC No. 65808-PM1 FORT WORTH PROJECT MANUAL FOR THE CONSTRUCTION OF Water, Sewer, Paving, Drainage, and Street Light Improvements to Serve Cattleman's Crossing Phase 3.1 IPRC Record No. IPRC24-0039 City Project No. 105370 FED No. 30114-0200431-105370-E07685 File No. X-28096 File No. W-3050 Mattie Parker Jesus "Jay" Chapa Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur, P.E., PMP, CCM Director, Transportation and Public Works Department Prepared for The City of Fort Worth SEPTEMBER 2026 Shield Engineering Group TBPE Firm #F-1 1039 TBPLS Firm # 10193890 1600 W 7t' St., Suite 400, Fort Worth, TX. 76102 817-810-0696 '4 e � ..:......................:... LANDON G. GEARY ............................. 1.'•. 144251 i,2, Owner/Developer Ashton Dallas Residential L.L.C. 1800 Valley View Lane, Ste 100 Farmers Branch, TX. 75234 214-693-5378 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 1 1 1 00 -z� 03 40/2020 03,'20/2020 00 00�3 Instructions t Bidders 03/20/2020 001100 Bid Form 0101 /0 4 00 42 43 Proposal Form Unit Price 05/22/2019 0043 13 Bid Bond 0400 in 4 00o nom=Bidders01/02/20 T 00 45 12 Pre ualification Statement 09/01/2015 0n 15 3 Bidder Pregualification Application 03 /0�z0 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45-49 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 007208 General Conditions ,,O5/2017 00730A 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 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 3119 Preconstruction Meeting 08/30/2013 0, 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 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.2ov/tpw/contractors/ or https://apps.fortworthtexas.2ov/Prof ectResources/ Division 02 - Existing Conditions Date Modified 02 4113 Selective Site Demolition 02/11/2022 02 4114 Utility Removal/Abandonment 12/20/2012 02 4115 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 03/11/2022 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 Strucmres 12/20/2012 200/20/2 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 03/11/2022 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 07/01/2016 Division 31- Earthwork 31 10 00 Site Clearing 03/22/2021 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 04/29/2021 31 36 00 Gabions 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 32 0117 Permanent Asphalt Paving Repair 12,'20,'2012 37 0118 Temporary Asphalt Paving Repair 12/20,'20 z 32 01 29 Concrete Paving Repair 12/20/2012 32 11 3 Flexible Base Courses 12/7zzr20iw12 32 11 29 Lime Treated Base Courses 12/20/2012 3211 33 Cement Treated Base Courses 06�lvvr10/2022 32 11 37 Liquid Treated Soil Stabilizer 0404 i5 3212 16 Asphalt Paving 12/20/2012 32 12 72 Asphalt Paving Crack Sealants 12/20/2012 32 13 13 Concrete Paving 06/10/2022 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 105370 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 12/09/2022 32 13 73 Concrete Paving Joint Sealants 12/20/2012 17 11 16 Brick Unit Paving ,74'f20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 12/09/2022 3217 23 Pavement Markings 06/1 0/2022 32 17 25 Curb Address Painting 11/04 /2013 32 3113 Chain Fences .,.,.., Gates 12/20/2012 r 32 31 26 Wire Fences and Gates , 2�7zzr20/2012 32 31 29 Wood Fences and Gates , 2 /zzr200/2012 32 32 13 Cast -in -Place Concrete Retaining Walls 06/05/2018 32 9119 Topsoil Placement and Finishing of Parkways 03/11/2022 32 92 13 Hydro -Mulching, Seeding, and Sodding 05/13/2021 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 09/07/2018 33 01 31 Closed Circuit Television (CCTV) Inspection 03/11/2022 33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2022 33 04 10 Joint Bonding and Electrical Isolation 12/20/2022 33 04 11 Corrosion Control Test Stations 12/20/2022 33 04 12 Magnesium Anode Cathodic Protection System 12/20/2022 33 01 30Temporary07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 03/11/2022 33 05 10 Utility Trench Excavation, Embedment, and Backfill 04/02/2021 33 05 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings - Cast Iron 09/09/2022 33 05 13.10 Frame, Cover and Grade Rings - Composite 09/09/2022 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 03/11/2022 33 05 16 Concrete Water Vaults 12/20/2022 33 05 17 Concrete Collars 03/11/2022 33 05 20 Auger Boring 12/20/2022 2'2 05 21 Tunnel Liner Plato 12/20,'2022 33 05 22 Steel Casing Pipe 12/20/2022 33 05 23 Hand Tunneling 12,'20/2022 33--05- 4 Installation Carrier Pipe in Casing Tunnel Liner Plate 12,'20/2022 of or 33 05 26 Utility Markers/Locators 12/20/2022 33 05 30 Location of Existing Utilities 12/20/2022 33 11 05 Bolts, Nuts, and Gaskets 12/20/2022 33 11 10 Ductile Iron Pipe 12/09/2012 33 11 11 Ductile Iron Fittings 09/20/2017 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 09/09/2022 33 1113 Concrete Pressure Pipe, Bar Wrapped, Steel Cylinder Type 12/20/2022 33 11 14 Buried Steel Pipe and Fittings 12/20/2022 33 1115 Pre Stressed Concrete Cylinder Pipe 33 12 10 Water Services 1 -inch to 2 -inch _____________ 02/14/2017 33 12 „ Large Water Meters 12/20/20 12 33 12 20 Resilient Seated Gate Valve 05/06/2015 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 3 3Ts 12 21 AWWA Rubber Seated Butterfly Valves 04n.1 / 9 33 12 25 Connection to Existing Water Mains 02/06/2013 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2022 33 12 40 Fire Hydrants 01/03/2014 33 12 8 Water Sample Stations 12/20/2022 33 42 60 Standard Blow off Valve Assembly 06/19/2013 333 3112 12,'20/2022 33 3113 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2022 33 3115Polyethylenepe0101/23/, O19 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 09/09/2022 33 31 21 Pole inyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer 12/20/2022 33 31 22 Sanitary Sewer Slip Lining 12/-20rzv22 33 3123 Sanitary Sewer Pipe Enlargement 12/20/2022 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 31-9 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2022 33 39 10 Cast -in -Place Concrete Manholes 12/20/2022 33 39 20 Precast Concrete Manholes 12/20/2022 33 39 30 Fiberglass Manholes 12/20/2022 r 33-39 40 0/2022 33 39 60 Epoxy Liners for Sanitary Sewer Structures 04/29/2021 33 4110 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 1111Polyethylene12/20,'2022 33 4112Polyethlenepe11/13,'2015 33 46 00 Subdrainage 06/10/2022 33 46 } Slotted Storm Drains 07/01/2011 33 16 02 Trench Drains 07/llvmA4/2011 33 49 10 Cast -in -Place Manholes and Junction Boxes 12/20/2022 33 49 20 Curb and Drop Inlets 03/11/2022 33 49 40 Storm Drainage Headwalls and Win walls 07/01/2011 Division 34 - Transportation 3^ 4110 Traffic Signals 03/1�z 3n A�-11 10.01 Attachment A Controller Cabinet 12/18,'2015 34 4110.02 Attachment B Controller Specification 12 01/20. 34 4110.03 01/2021 3^ 1111 Temporary Traffic Signals 11/22/2013 3 Removing Traffic Signals 03/11/2022 3 �l� 1115 Rectangular Rapid Flashing Beacon 12/20,'2022 330 4116 Pedestrian Hybrid Signal 07/vm 26/2021 34 41 20 Roadway Illumination Assemblies 12/20/2012 31 n1 r Arterial LED Roadway Luminaires 06/15/20.115 31 11 20.02 Freeway LED Roadway Luminaires 06/15,'2015 31 11 20.03 Residential LED Roadway Luminafres 06/15/20115 34 41 30 Aluminum Sins 11/12/2013 3471 13 Traffic Control 03/22/2021 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 Appendix GC -4.02 Subsurface and Physical Conditions GC 4.04 Underground Facilities GC 1.0x06 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 GG6 224 Nondiscrimination GR-01 60 00 Product Requirement END OF SECTION CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised March 20, 2020 00 42 43 DAP -BID PROPOSAL Page I of 6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Section No. Unit of Bid Unit Price Bid Value ity UNIT I: WATER IMPROVEMENTS 1 0241.1118 4"-12" Pressure Plug 0241 14 EA 2 $1,000.00 $2000.00 2 2605.3031 4" CONDT PVC SCH 40 T 2605 33 EA 2 $1,200.00 $2,400.00 3 3305.0003 8" Waterline Lowering 3305 12 EA 13 $3,500.00 $45,500.00 4 3305.0109 Trench Safety 33 05 10 LF 5,623 $1.00 $5,623.00 5 3311.0001 Ductile Iron Water Fittings w/ Restraint 33 1111 TON 0.5 $9,500.00 $4,750.00 6 3311.0261 8" PVC Water Pipe 33 11 12 LF 5,623 $62.00 $348626.00 7 3312.0001 Fire Hydrant w/ Gate Valve 33 1240 EA 6 $6,500.00 $39,000.00 8 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 5 $1,000.00 $5,000.00 9 3312.2003 1" Water Service (Domestic) 33 12 10 EA 141 $1,300.00 $183,300.00 10 3312.2003 1" Water Service Irrigation) 33 12 10 EA 2 $1,500.00 $3,000.00 11 3312.2203 2" Water Service (Irrigation) 33 12 10 EA 2 84,500.00 $9,000.00 12 3312.3003 8" Gate Valve & Box 33 12 20 EA 14 $2,500.00 $35,000.00 13 3471.0001 Traffic Control 34 71 13 EA 1 $2,500.00 $2,500.00 14 9999,0001 Conc Encase Water Service W/ 2" PVC Sleeve 00 00 00 EA 12 $200.00 $2,400.00 15 16 17 1e 1s 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 TOTAL UNIT I: WATER IMPROVEMENTS $688,099.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 CATTLEMAN$ CROSSING PHASE 3.1 CPN: 105370 00 42 43 DAP -BID PROPOSAL Page 2 of 6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Section No. Unit of Bid Unit Price Bid Value No. Measure Quantity UNIT II: SANITARY SEWER IMPROVEMENTS 1 0241.1118 4"-12" Pressure Plug 02 41 14 EA 2 $1.000.00 $2.000.00 2 3301.0002 Post -CCTV Inspection 33 01 31 LF 5,745 $4.00 $22.980.00 3 3301.0004 Final MH-CCTV Inspection 33 01 31 EA 23 $400.00 $9.200.00 4 3301.0101 Manhole Vacuum Testing 3301 30 EA 23 $200.00 $4,600.00 5 3305.0109 Trench Safety 3305 10 LF 5,745 $2.00 $11,490.00 6 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 LF 300 $30.00 $9,000.00 7 3305.1003 20" Steel Casing By Open Cut 33 05 22 LF 70 $320.00 $22,400.00 8 3331.3101 4" Sewer Service 3331 50 EA 140 $900.00 $126000.00 9 3331.4115 8" Sewer Pipe 33 11 10, 33 31 12, 33 31 20 LF 5,441 $74.00 $402,634.00 10 3331.4115 8" Sewer Pipe, CSS Backfill 33 11 10, 33 31 12, 33 31 20 LF 173 $94.00 $16,262.00 11 3331.4119 8" DIP Sewer Pipe 33 11 10 LF 128 $136.00 $17408.00 12 3331.4201 10" Sewer Pipe 33 11 10, 33 31 12, 33 31 20 LF 176 $86.00 $15,136.00 13 3339.0001 Epoxy Manhole Liner 33 39 60 VF 95 $485.00 $46,075.00 14 3339.1001 4' Manhole 33 39 10, 33 39 20 EA 23 $5,000.00 $115,000.00 15 3339.1203 6' Extra Depth Manhole 33 39 10, 33 39 20 VF 122 $225.00 $27.450.00 16 3471.0001 Traffic Control 34 71 13 MO 1 $2,500.00 $2.500.00 17 9999.0002 Connect to Existing 8" Sewer Main 3301 30 EA 3 $3500.00 $10.500.00 18 9999.0003 Connect to Existing 10" Sewer Main 3301 30 EA 1 $4,000.00 $4.000.00 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $864,635.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 CATTLEMANS CROSSING PHASE 3.1 CPN: 105370 00 42 43 DAP - BID PROPOSAL Page 3 of6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Section No. Unit of Measure Quantity ry Unit Price Bid Value UNIT III: DRAINAGE IMPROVEMENTS 1 3125.0101 SWPPP z 1 Acre 31 2500 LS 1 $5.500.00 $5.500.00 2 3136.0101 Welded Gabion (6" Mattress) 31 3600 CY 305 $500.00 $152,500.00 3 3137.0101 Concrete Riprap (6" Apron) 31 3700 SY 87 $140.00 $12,180.00 4 3137.0102 12" Large Stone Riprap, dry 31 3700 SY 920 $145.00 $133,400.00 5 3137.0103 12" Large Stone Riprap, grouted 31 3700 SY 150 $175.00 $26,250.00 6 3292.0500 Seeding, Soil Retention Blanket 3292 13 SY 160 $6.00 $960.00 7 3301.0012 Post -CCTV Inspection of Storm Drain 33 01 12 LF 4,438 $4.00 $17,752.00 8 3305.0109 Trench Safety 3305 10 LF 4,438 $1.00 $4,438.00 9 3305.0112 Concrete Collar 33 05 17 EA 2 $2,000.00 $4,000.00 10 3311.0061 4" PVC Water Pipe 33 11 12 LF 36 $40.00 $1,440.00 11 3341.0201 21" RCP, Class III 33 41 10 LF 301 $85.00 $25.585.00 12 3341.0205 24" RCP, Class III 33 41 10 LF 2623 $95.00 $249,185.00 13 3341.0208 27" RCP, Class III 33 41 10 LF 252 $100.00 $25,200.00 14 3341.0302 30" RCP, Class III 3341 10 LF 246 $110.00 $27,060.00 15 3341.0305 33" RCP, Class III 33 41 10 LF 348 $130.00 $45,240.00 16 3341.0402 36" RCP, Class III 3341 10 LF 174 $155.00 $26,970.00 17 3341.0409 48" RCP, Class III 3341 10 LF 122 $245.00 $29.890.00 18 3341.1203 5'x5' Box Culvert 3441 10 LF 336 $480.00 $161,280.00 19 3349.0001 4' Storm Junction Box 3349 10 EA 8 $6,500.00 $52,000.00 20 3349.0002 5' Storm Junction Box 3349 10 EA 1 $7,500.00 $7,500.00 21 3349.5001 10' Curb Inlet 33 49 20 EA 23 $4,600.00 $105,800.00 22 3349.7001 4' Drop Inlet 3349 20 EA 1 $6,500.00 $6,500.00 23 3349.7002 5' Drop Inlet 3449 20 EA 1 $7,500.00 $7,500.00 24 3471.0001 Traffic Control 34 71 13 MO 1 $4,500.00 $4.500.00 25 9999.0004 24" Sloping Headwall 00 00 00 EA 1 $4500.00 $4,500.00 26 9999.0005 27" Sloping Headwall 00 0000 EA 1 $5,000.00 $5,000.00 27 9999.0006 36" Sloping Headwall 00 00 00 EA 1 $4.500.00 $4,500.00 28 9999.0007 Drainage Parallel Headwall Structures (SD -K) 00 00 00 EA 2 $25,500.00 $51.000.00 29 9999.0008 Skew Winged Head Wall 00 00 00 EA 2 $26,500.00 $53,000.00 30 9999.0009 Earthen Weir 00 00 00 CY 28 $40.00 $1.120.00 31 9999.0010 Connect to Exist Storm Drain 00 00 00 EA 2 $2,500.00 $5,000.00 32 33 34 35 36 37 38 39 40 TOTAL UNIT III: DRAINAGE IMPROVEMENTS $1,256,750.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 CATTLEMANS CROSSING PHASE 3.1 CPN: 105370 00 42 43 DAP - BID PROPOSAL Page 4 of 6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Description Specification Section No. Unit of Bid Unit Price Bid Value No. Measure Quantity UNIT V: STREET LIGHTING IMPROVEMENTS 1 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 2,028 $18.00 $36,504.00 2 3441.1410 NO 10 Insulated Elec Condr 3441 10 LF 6,084 $2.00 $12,168.00 3 3441.3001 Rdwy Ilium Assmbly TY 1,4, and 6 3441 20 EA 32 950.00 $30,400.00 4 3441.3050 Furnish/Install LED Lighting Fixture 3441 20 EA 32 $950.00 $30,400.00 5 3441.3301 Rdwy Ilium Foundation TY 1,2, and 4 3441 20 EA 32 $1 800.00 $57,600.00 6 3441.3351 Furnish/Install Rdway Ilium TY 11 Pole 34 41 20 EA 32 $3,000.00 $96.000.00 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 TOTAL UNIT V: STREET LIGHTING IMPROVEMENTS $263,072.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 CATTLEMANS CROSSING PHASE 3.1 CPN: 105370 00 42 43 DAP - BID PROPOSAL Page 5 of 6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item No. Description Specification Section No. Unit of Measure Bid Quantity Unit Price Bid Value Bid Summary UNIT I: WATER IMPROVEMENTS $688,099.00 UNIT II: SANITARY SEWER IMPROVEMENTS $864,635.00 UNIT III: DRAINAGE IMPROVEMENTS $1.256,750.00 UNIT V: STREET LIGHTING IMPROVEMENTS $263,072.00 Total Construction Bid $3,072,556.00 This Bid is submitted by the entity named below: BIDDER: Conatser Construction TX, L.P. 5327 Wichita St. Fort Worth, TX 76119 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. END OF SECTION BY: BROCK HUGGINS TITLE: ¶RES1DENT DATE: iLf working days after the date when the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 CATTLEMANS CROSSING PHASE 3.1 CPN: 105370 004512 DAP PREQUALIFICATION STATEMENT Page 1 of I 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 ripe 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 Distribution, Conatser Construction TX, L.P. 4 /30/ 21 Development, 12 -inch Diameter and smaller Sewer Collection System, Conatser Construction TX, L.P. 41 301 Z7 Development, 12 -inches and smaller Sanitary Sewer Ace Pipe Cleaning, Inc Manhole/Structure Interior 2 / 2 g / ,""j Lining — Warren or Chesterton Coating Roadway and Pedestrian Conatser Construction TX, L.P. I / i /2 Lighting The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Conatser Construction TX, L.P. 5327 Wichita St. Fort Worth, TX 76119 BY: P oc-1-- m-i%Ins 4a"i ignature) TITLE: President DATE: 8/5/2026 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT- DEVELOPER AWARDED PROJECTS 0045 12_Prequalification Statement 2015_DAP CATTLEMANS CROSSING PHASE 3.1 CPN:105370 Form Version September 1, 2015 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of I SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 105370 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: Conatser Construction TX, L.P Company 5327 Wichita Street Address Fort Worth TX, 76119 Title: President City/State/Zip (Please Print) By: Brock Huggins (Please Print) Signature: THE STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, on this day personally appeared }rY) ('4 A (, a I' n S , known to me to be the person whose name is subscribed to the foregoi g instrument, and acknowledged to me that he/she executed the same as the act and deed of ( de'ht O1 CCIX, , LP- for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this S day of AwlugL4f 20P �,rvnLa KATHERINE ROSE. ('(U L TJ— ? <; NOTARYPUBLfC,STATEOFTEXAS 13346793Notary Public in and for the State of Texas io# 3 y�ipp COMM EXP. 11-30-2029 END OF SECTION CITY OF FORT WORTH CATTLEMAN'S CROSSING PHASE 3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 105370 Revised April 2, 2014 Docusign Envelope ID: E739F0FD-808A-86B7-821E-C8B0F8FA3ED0 00 52 43 - 1 Deveroper Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on 8/6/2026 is made by and between the Developer, 4 Ashton Dallas Residential L.L.C. authorized to do business in Texas ("Developer") , and 5 Conatser Construction TX, L.P. . ("CONTRACTOR"), authorized to do business in Texas, 6 acting by and through its duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Cattleman's Crossing Phase 3.1 16 City Project Number: 105370 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 140 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer SIX HUNDRED FIFTY DOLLARS ($650) for each day that expires after the 35 time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter 36 of Acceptance. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised June 16, 2016 Docusign Envelope ID: E739F0FD-808A-86B7-821E-C8B0F8FA3ED0 005243-2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of 40 41 -(3 675 586 91}) THREE MILLION SEVENTY-TWO THOUSAND FIVE HUNDRED AND FIFTY-SIX DOLLARS 42 ($3,072,556.00) EE 43 Article 5. CONTRACT DOCUMENTS 44 5.1 CONTENTS: 45 A. The Contract Documents which comprise the entire agreement between Developer and 46 Contractor concerning the Work consist of the following: 47 1. This Agreement. 48 2. Attachments to this Agreement: 49 a. Bid Form (As provided by Developer) 50 1) Proposal Form (DAP Version) 51 2) Prequalification Statement 52 3) State and Federal documents (project specific) 53 b. Insurance ACORD Form(s) 54 c. Payment Bond (DAP Version) 55 d. Performance Bond (DAP Version) 56 e. Maintenance Bond (DAP Version) 57 f. Power of Attorney for the Bonds 58 g. Worker's Compensation Affidavit 59 h. MBE and/or SBE Commitment Form (If required) 60 3. Standard City General Conditions of the Construction Contract for Developer 61 Awarded Projects. 62 4. Supplementary Conditions. 63 5. Specifications specifically made a part of the Contract Documents by attachment 64 or, if not attached, as incorporated by reference and described in the Table of 65 Contents of the Project's Contract Documents. 66 6. Drawings. 67 7. Addenda. 68 8. Documentation submitted by Contractor prior to Notice of Award. 69 9. The following which may be delivered or issued after the Effective Date of the 70 Agreement and, if issued, become an incorporated part of the Contract Documents: 71 a. Notice to Proceed. 72 b. Field Orders. 73 c. Change Orders. 74 d. Letter of Final Acceptance. 75 76 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised June 16, 2016 Docusign Envelope ID: E739F0FD-808A-86B7-821E-C8B0F8FA3ED0 005243-3 Developer Awarded Project Agreement Page 3 of4 77 Article 6. INDEMNIFICATION 78 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 79 expense, the city, its officers, servants and employees, from and against any and all 80 claims arising out of, or alleged to arise out of, the work and services to be performed 81 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 82 under this contract. This indemnification provision is specifically intended to operate 83 and be effective even if it is alleged or proven that all or some of the damages being 84 sought were caused, in whole or in part, by an y act, omission or negligence of the city. 85 This indemnity provision is intended to include, without limitation, indemnity for 86 costs, expenses and legal fees incurred by the city in defending against such claims and 87 causes of actions. 88 89 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 90 the city, its officers, servants and employees, from and against any and all loss, damage 91 or destruction of property of the city, arising out of, or alleged to arise out of, the work 92 and services to be performed by the contractor, its officers, agents, employees, 93 subcontractors, licensees or invitees under this contract. This indemnification 94 provision is specifically intended to operate and be effective even if it is alleged or 95 proven that all or some of the damages being sought were caused, in whole or in Dart. 96 by an y act, omission or negligence of the city. 97 98 Article 7. MISCELLANEOUS 99 7.1 Terms. 100 Terms used in this Agreement are defined in Article I of the Standard City Conditions of 101 the Construction Contract for Developer Awarded Projects. 102 7.2 Assignment of Contract. 103 This Agreement, including all of the Contract Documents may not be assigned by the 104 Contractor without the advanced express written consent of the Developer. 105 7.3 Successors and Assigns. 106 Developer and Contractor each binds itself, its partners, successors, assigns and legal 107 representatives to the other party hereto, in respect to all covenants, agreements and 108 obligations contained in the Contract Documents. 109 7.4 Severability. 110 Any provision or part of the Contract Documents held to be unconstitutional, void or 111 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 112 remaining provisions shall continue to be valid and binding upon DEVELOPER and 113 CONTRACTOR. 114 7.5 Governing Law and Venue. 115 This Agreement, including all of the Contract Documents is performable in the State of 116 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 117 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised June 16, 2016 Docusign Envelope ID: E739F0FD-808A-86B7-821E-C8B0F8FA3ED0 005243-4 Developer Awarded Project Agreement Page 4 of 4 118 119 7.6 Authority to Sign. 120 Contractor shall attach evidence of authority to sign Agreement, if other than duly 121 authorized signatory of the Contractor. 122 123 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 124 counterparts. 125 126 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 127 Contractor: Developer: Conatser Construction TX, L.P. Ashton Dallas Residential L.L.C. F DoccuuSiiggned by: B: By'"W "U 'Fb'CC35gCSg53d5 ... (Sig re) (Signature) 128 129 130 131 132 133 134 Brock Huggins (Printed Name) Title: Company Name: Conatser Construction Address: 5327 Wichita St. City/State/Zip: Fort Worth, TX 76119 8/6/2026 Date Daniel Title: Vice President - Acquisition & Development Ashton Dallas Residential L.L.C Address: 1800 Valley View Ln, Suite 100 City/State/Zip: Farmers Branch, TX 75234 8/6/2026 1 11:48 AM EDT Date CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised June 16, 2016 Bond No. 0275556 006213-I PERFORMANCE BOND Page 10£2 1 2 3 SECTION 00 62 13 PERFORMANCE BOND 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, _Conatser Construction TX, L.P., known as "Principal" herein and 8 Berkley Insurance Compar, a corporate surety(sureties, if more than one) duly authorized to do 9 business in the State of Texas, known as "Surety" herein (whether one or more), are held and 10 firmly bound unto the Ashton Dallas Residential L.L.C., authorized to do business in Texas II ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal 12 sum of, THREE MILLION ION SEVENTY FIVE THOUSAND FIVE HUNDRED AND EIGHTY SIX OO1 1 AP.S 13 ($3,075,0C.0U) THREE MILLION SEVENTY-TWO THOUSAND FIVE HUNDRED AND FIFTY-SIX DOLLARS ($3,072,556.00) EE 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 15 payment of which sum well and truly to be made jointly unto the Developer and the City as dual 16 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, CFA26-0099; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the 5th day of AUGUST , 2026, which Contract is hereby referred to and made a part 23 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and 24 other accessories defined by law, in the prosecution of the Work, including any Change Orders, 25 as provided for in said Contract designated as Cattleman's Crossing Phase 3.1 26 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and 28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH CATLLEMANS CROSSING PHASE 3.1 STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN. 105370 IlaL,e u JUUu6I-Y J I. 99]9 006213-2 PERFORMANCE BOND Page 2 0f2 1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the 6th _day of 9 AUGUST 10 12 13 14 15 16 17 IS 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 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 44 from the by-laws showing that this person has authority to sign such obligation. If 45 Surety's physical address is different from its mailing address, both must be provided. 46 The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH CATLLEMANS CROSSING PHASE 3.1 STANDARD CITY CONDYFIONS - DEVELOPER AWARDED PROJECTS CPN I05390 Revised January 31, 2012 ATTEST t rincipal) Secrets KOt 5� Witness as to Principal tness as urety PRINCIPAL: Conatser Construction TX. L.P BY:��� Signature Brock Hulreins, President Name and Title Address: 5327 Wichita St. Fort Worth. TX 761 19 SURETY: Berkley Insurance Company BY: _6c.Gr i T71 Signature Robbi Morales. Attorney--in-fact Name and Title Address: 5005 LBJ Freeway, Suite 1400 Dallas, TX 75244 Telephone Number: 214/989-0000 Bond No. 0275556 006214-1 PAYMENT BOND Page 1 of2 1 SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Conatser Construction TX. L.P. ., known as "Principal" herein, and 8 Berkley Insurance Company, a corporate surety ( or sureties if more than one), duly authorized to do 9 business in the State of Texas, known as "Surety" herein (whether one or more), are held and 10 firmly bound unto the Developer, Ashton Dallas Residential L.L.C., aulthorized to do business in I Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the 12 penal sum of THREE MILLION SEVENTY-TWO THOUSAND FIVE HUNDRED AND FIFTY-SIX DOLLARS ($3,072,556.00) EE 13 THREE MILLION SEVENTY-FIVE 14 .lawful money of the United States, to be paid in Fort Worth, 15 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the 16 Developer and the City as dual obliges, we bind ourselves, our heirs, executors, administrators, 17 successors and assigns, jointly and severally, firmly by these presents: 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth, by and through a Community Facilities 20 Agreement, CFA26-0099; and 21 WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 5th _day of _ AUGUST , 2026, which Contract is hereby 23 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 24 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 25 Work as provided for in said Contract and designated as Cattleman's Crossing Phase 3.1. 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 105370 Rcvised January 31, hJ 12 006214-2 PAYMENT BOND Page 2 of 2 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 6TH day of 6 AUGUST .2026. PRINCIPAL: Conatser Construction TX, L.P. 7 8 9 Io 13 ATTEST: (Principal) Secretar KC: --t Witness as to Principal ATTEST: (Surety) Secretary fitness as to Surety BY: Signature Brock Huwmins, President Name and Title Address: 5327 Wichita St. Fort Worth. TX 761 1 9 SURETY: Berkley Insurance Company BY: tr' Signature Robbi Morales, Attorney -in -fact Name and Title Address: 5005 LBJ Freewa\, Suite 1400 Dallas, TX 75244 Telephone Number: 214/989-0000 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 105370 Revised January31, 2012 Bond No. 0275556 006219-I MAINTENANCE BOND Page I of 3 SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we Conatser Construction TX. L.P.. known as "Principal" herein and Berkley Insurance Company a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Ashton Dallas Residential L.L.C., authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of THREE MILLION SEVENTY-TWO THOUSAND FIVE HUNDRED AND FIFTY-SIX DOLLARS ($3,072,556.00) EE THREE MILLION SEVENTY-FIVE THOUSAND FIVE HUNDRED AND EIGHTY SIX DOLLARS • lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA26-0099; and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 5TH day of AUGUST , 2026, which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said Contract and designated as Cattleman's Crossing Phase 3.1; and WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and PITY AF FART WARTH c4TTT-:MAN& PI4Rr;&ING PHA.1 STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN 105370 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN; 105370 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the —6TH day of AUGUST , 2026. p PRINCIPAL: Conatser Construction TX. L.P, BY: Signature ATTEST: (P nclpal) Secretary KOtLL iZc) Witness as to Principal ATTEST: G (Surety) cr tary ness as to urety Brock Hu�tins, President Name and Title Address: 5327 Wichita St. Fort Worth. TX 76119 SURETY: Berkle% Insurance Company BY: (�f lc.L.- 7.z- � t� Signature Robbi Morales, Attorney -in -fact Name and Title Address. 5005 LBJ Freeway Suite 1400 Dallas, TX 75244 Telephone Number: 214/989-0000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH CATTLFMANS CROSSING PHASE 3.1 STANDARD CITY CONDITIONS -DEVELOPER AWARDED PROJECTS CPN 105370 Revised January 31, 2012 No. BI -72801 -el POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON, DELAWARE KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reyna; Don E. Cornell; Sophinie Hunter; Rabbi Morales; Kelly A. Westbrook; Tina McEwan; Joshua Saunders; Tonie Petranek; or Mikaela Peppers of Aon Risk Services Southwest, Inc. of Dallas, TX its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010: RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney -in -fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney -in -fact and revoke any power of attorney previously granted; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. IN WITNESS WHEREOF, the Company has caused these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this 2day of May .. 2024 ,� 5uaAHcf Attest: Berkley Insurance Company By By 4441 , 47. Philip S. 'elf 3efk ti a LI '*1awa"`` ,• Executive Vice President & Secretary Senior Vice President STATE OF CONNECTICUT ) ss: COUNTY OF FAIRFIELD Sworn to before me, a Notary Public in the State of Connecticut, this 2d day of Max 2024 , by Philip S_ Welt and Jeffrey M. Hafier who are sworn to me to be the Executive Vice President and Secretary, and the Senior Vice President. respectively, of Berkley Insurance Company. MARIA C. RUNDBAKEN tAt� } NOTE' PUBIIG Notary Public, State of Connecticut 0ONN6CiiCl1T MV"C AlUiQN 'WE5 0430.2o2E CERTIFICATE I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded and that the authority of the Attorney -in -Fact set forth therein, who executed the bond or undertaking to which this Power of Attd~ lajtached, is in full force and effect as of this date•_ %� ,i n""tx'rF&under my hand and seal of the Company, this day of _ W fff. 4t rr�PA Vincent P. Forte IMPORTANT NOTICE To obtain information or make a complaint: You may call Berkley Surety Group, LLC and its affiliates by telephone for information or to make a complaint: BERKLEY SURETY GROUP, LLC Please send all notices of claim on this bond to: Berkley Surety Group, LLC (866) 768-3534 412 Mount Kemble Avenue, Suite 310N Morristown, NJ 07960 Attn: Surety Claims Department You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http://www.tdi.state.tx.us E-mail: ConsumerProtection(tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact your agent or Berkley Surety Group, LLC first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document and is given to comply with Texas legal and regulatory requirements. 004243 DAP - BID PROPOSAL Page 1 of2 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal UNIT IV: PAVING IMPROVEMENTS 1 3211.0400 Hydrated Lime 401b/SY 31 11 29 TON 435 $295.00 $128,325.00 2 3211.0501 6" Lime Treatment 32 11 29 SY 21,733 $4.00 $86,932.00 3 3212.0101 6" Concrete Pavement W/ Curb 32 13 13 SY 19,756 $46.90 $926,556.40 4 3213.0301 4" Concrete Sidewalk (By Dev only) 32 1320 SF 13,680 $7.75 $106,020.00 5 3213.0401 6" Concrete Driveway (Gas Pad) 32 13 20 SY 57 $58.30 $3,323.10 6 3213.0501 Barrier Free Ramp, Type R-1 32 1320 EA 4 $2,275.00 $9,100.00 7 3213.0506 Barrier Free Ramp, Type P-1 32 1320 EA 10 $3,515.00 $35,150.00 8 3441.4003 Furnish/Install Alum Sign Ground Mount City Std. 3441 30 EA 8 $415.00 $3,320.00 9 3471.0013 Traffic Control 3471 13 MO 1 $1,500.00 $1,500.00 10 9999.0011 6" Gravel for Access Drive 00 00 00 SY 674 $15.80 $10,649.20 11 9999.0012 Remove EOR Barricade 00 00 00 EA 4 $500.00 $2,000.00 12 9999.0013 Install EOR Barricade 00 00 00 EA 2 $1,500.00 $3,000.00 13 9999.0014 Install Ped Rail Type PR13 (Pipe) 00 00 00 LF 367 $143.50 $52,664.50 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 TOTAL UNIT IV: PAVING IMPROVEMENTS $1,368,540.20 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 C\TTLEMANS CROSSING PHASE 3.1 CPN: 105370 00 42 43 DAP - BID PROPOSAL Page 2 of2 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bid Summary UNIT IV: PAVING IMPROVEMENTS $1,368,540.20 Total Construction Bid $1,368,540.20 This Bid is submitted by the entity named below: BIDDER: Gilco Cisii, Inc. 6331 Southwest Boulevard Benbrook, TX 76132 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Fonn Version May 22. 2019 r� �C BY: TITLE:Manager DATE: 6-26-29 all working days after the date when the CATTLEMANS CROSSING PHASE 3.1 CPN: 105370 0045 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 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 Concrete Paving Construction (15,000 Square Gilco Civil, Inc. 6-15-28 Yards and Greater) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Gilco Civil, Inc. 6331 Southwest Blvd. Benbrook, TX 76132 G BY: (Signature) TITLE: Vice President of Operations DATE: 8-4-26 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT— DEVELOPER AWARDED PROJECTS 00 45 12_Prequalifcation Statement 2015_DAP CATTLEMANS CROSSING PHASE 3.1 CPN:105370 Form Version September 1, 2015 00 45 26- 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 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. 105370 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: Gilco Civil, Inc. Company 6331 Southwest Blvd. Address Benbrook, TX 76132 City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT By: Leia McQuien Please Print) Signature Title: Vice President of Operations (Please Print) B FORE ME, the undersigned authority, on this day personally appeared JAC CPK\-Q..1/. , known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of GL I C a C wi I (.k-_ for the purposes and consideration therein expressed and in the capac ty therein stated. GIV N UNDER MY HAND AND SEAL OF OFFICE this day of , 2026. Notary ublic in and for the tate of Texas os�Rv rpe LESLEY SUZANNE CLAYTON Notary ID #135558370 My Commission Expires June 24, 2030 END OF SECTION CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 105370 Revised April 2, 2014 Docusign Envelope ID: 9AF65D7C-3FDC-8394-83C6-73D7D6ECF3B2 005243-1 Developer Awarded Project Agreement Page 1 of 4 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on 8/6/2026 is made by and between the Developer, 4 Ashton Dallas Residential L.L.C. authorized to do business in Texas ("Developer") , and 5 Gilco Civil, Inc. ("CONTRACTOR"), authorized to do business in Texas, acting by 6 and through its duly authorized representative, ("Contractor"). 7 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 Cattleman's Crossing Phase 3.1 16 City Project Number: 105370 17 Article 3. CONTRACT TIME 18 3.1 Time is of the essence. 19 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 20 Documents are of the essence to this Contract. 21 3.2 Final Acceptance. 22 The Work will be complete for Final Acceptance within 40 working days after the date 23 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 24 City Conditions of the Construction Contract for Developer Awarded Projects. 25 3.3 Liquidated damages 26 Contractor recognizes that time is of the essence of this Agreement and that Developer 27 will suffer financial loss if the Work is not completed within the times specified in 28 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 29 the Standard City Conditions of the Construction Contract for Developer Awarded 30 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 31 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 32 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 33 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 34 Developer SIX HUNDRED FIFTY DOLLARS ($650) for each day that expires after the 35 time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter 36 of Acceptance. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised June 16, 2016 Docusign Envelope ID: 9AF65D7C-3FDC-8394-83C6-73D7D6ECF3B2 005243-2 Developer Awarded Project Agreement Page 2 of 4 37 Article 4. CONTRACT PRICE 38 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 39 Documents an amount in current funds of 40 ONE MILLION THREE HUNDRED SIXTY-EIGHT THOUSAND FIVE HUNDRED AND FOURTY DOLLARS AND TWENTY CENTS ($1,368,540.20) 41 42 Article 5. CONTRACT DOCUMENTS 43 5.1 CONTENTS: 44 A. The Contract Documents which comprise the entire agreement between Developer and 45 Contractor concerning the Work consist of the following: 46 1. This Agreement. 47 2. Attachments to this Agreement: 48 a. Bid Form (As provided by Developer) 49 1) Proposal Form (DAP Version) 50 2) Prequalification Statement 51 3) State and Federal documents (project specific) 52 b. Insurance ACORD Form(s) 53 c. Payment Bond (DAP Version) 54 d. Performance Bond (DAP Version) 55 e. Maintenance Bond (DAP Version) 56 f. Power of Attorney for the Bonds 57 g. Worker's Compensation Affidavit 58 h. MBE and/or SBE Commitment Form (If required) 59 3. Standard City General Conditions of the Construction Contract for Developer 60 Awarded Projects. 61 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the 69 Agreement and, if issued, become an incorporated part of the Contract Documents: 70 a. Notice to Proceed. 71 b. Field Orders. 72 c. Change Orders. 73 d. Letter of Final Acceptance. 74 75 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised June 16, 2016 Docusign Envelope ID: 9AF65D7C-3FDC-8394-83C6-73D7D6ECF3B2 005243-3 Developer Awarded Project Agreement Page 3 of 4 76 Article 6. INDEMNIFICATION 77 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 78 expense, the city, its officers, servants and employees, from and against any and all 79 claims arising out of, or alleged to arise out of, the work and services to be performed 80 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 81 under this contract. This indemnification provision is specifically intended to operate 82 and be effective even if it is alleged or proven that all or some of the damages being 83 sought were caused, in whole or in part, by any act, omission or negligence of the city. 84 This indemnity provision is intended to include, without limitation, indemnity for 85 costs, expenses and legal fees incurred by the city in defending against such claims and 86 causes of actions. 87 88 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 89 the city, its officers, servants and employees, from and against any and all loss, damage 90 or destruction of property of the city, arising out of, or alleged to arise out of, the work 91 and services to be performed by the contractor, its officers, agents, employees, 92 subcontractors, licensees or invitees under this contract. This indemnification 93 provision is specifically intended to operate and be effective even if it is alleged or 94 proven that all or some of the damages being sought were caused, in whole or in part, 95 by any act, omission or negligence of the city. 96 97 Article 7. MISCELLANEOUS 98 7.1 Terms. 99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 100 the Construction Contract for Developer Awarded Projects. 101 7.2 Assignment of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the Developer. 104 7.3 Successors and Assigns. 105 Developer and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. 108 7.4 Severability. 109 Any provision or part of the Contract Documents held to be unconstitutional, void or 110 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 111 remaining provisions shall continue to be valid and binding upon DEVELOPER and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreement, including all of the Contract Documents is performable in the State of 115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 116 Northern District of Texas, Fort Worth Division. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised June 16, 2016 Docusign Envelope ID: 9AF65D7C-3FDC-8394-83C6-73D7D6ECF3B2 005243-4 Developer Awarded Project Agreement Page 4 of 4 117 118 7.6 Authority to Sign. 119 Contractor shall attach evidence of authority to sign Agreement, if other than duly 120 authorized signatory of the Contractor. 121 122 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 123 counterparts. 124 125 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 126 Contractor: Developer: Gilco Civil, Inc. Ashton Dallas Residential L.L.C. DocuSigned by: By: (3A- By: �FSLC35gC69S�f (Signature) (Signature) Leia McQuien Daniel Satsky (Printed Name) Title: Vice President of Operations Title: Vice President- Acquisition & Development Company Name: Gilco Civil, Inc. Ashton Dallas Residential L.L.C Address: 6331 Southwest Blvd. Address: 1800 Valley View Ln, Suite 100 City/State/Zip: Benbrook, TX 76132 City/State/Zip: Farmers Branch, TX 75234 8-4-26 8/6/2026 l 11:49 AM EDT Date Date 127 128 129 130 131 132 133 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised June 16, 2016 Policy Number: 10158222877 Effective Date: 06-20-2026 COMMERCIAL AUTO CA044911 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance B Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 © Insurance Services Office, Inc., 2016 Page 1 of 1 Policy Number: 10158222877 COMMERCIAL AUTO Effective Date: 06-20-2026 CA 04 44 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Gilco Contracting, Inc. Endorsement Effective Date: 06-20-2026 SCHEDULE Name(s) Of Person(s) Or Organization(s): Blanket Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization. CA 04 44 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 Policy Number: 10110801061 Effective Date: 06-20-2026 CG 72 86 04 25 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - WITH PRODUCTS -COMPLETED OPERATIONS COVERAGE - INCLUDING OTHER PARTIES IN COMPLIANCE WITH WRITTEN CONTRACTUAL REQUIREMENTS (THROUGH ISO 07/04, 10/01 and 11/85 COVERAGE OPTIONS) The following items modify insurance provided under the following: CO RCIAL GENERAL LIABILITY COVERAGE FORM A. Section II — Who Is An Insured is amended to include as an additional insured: 1. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph A.1. above. B. The insurance provided to the additional insured is limited as follows: 1. The person or organization is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your ongoing operations specified in the "written contract"; or b. "Your work" that is specified in the "written contract" but only for "bodily injury" or "property damage" included in the "products -completed operations hazard", and only if: (1) The "written contract" requires you to provide the additional insured such coverage; and (2) This coverage part provides such coverage; and (3) Such coverage will not apply subsequent to the first to occur of the following: (a) The expiration of the period of time required by the "written contract"; or (b) The expiration of any applicable statute of limitations or statute of repose with respect to claims arising out of "your work". 2. If the "written contract" specifically requires you to provide additional insured coverage via the 04/13 edition of CG2010 or CG2037, then in paragraph B.1. above, the words "caused, in whole or in part, by" still apply. 3. If the "written contract" specifically requires you to provide additional insured coverage via the 07/04 edition of CG2010 or CG2037, then in paragraph B.1. above, the words "caused, in whole or in part, by" still apply 4. If the "written contract" specifically requires you to provide additional insured coverage via the 10/01 editions of CG2010 or CG2037, then in paragraph B.1. above, the words "caused, in whole or in part, by" are replaced by the words "arising out of". 5. If the "written contract" specifically requires you to provide additional insured coverage via the 11/85 edition of CG2010, then in paragraph B.1. above, the words "caused in whole or in part by" are replaced by the words "arising out of your work." CG 72 86 04 25 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 2 CG 72 86 04 25 6. With regard to B.1. and B.2. above only, the following conditions are added: a. The insurance afforded to such additional insured only applies to the extent permitted by law; and b. If coverage provided to the additional insured is required by a "written contract", the insurance afforded to such additional insured will not be broader than that which you are required by the "written contract" to provide for such additional insured. c. Notwithstanding anything to the contrary Section IV — Conditions, 4. Other Insurance, this insurance is excess over all other insurance available to the additional insured whether on a primary, excess, contingent or any other basis. However, if the insurance is required by the "written contract" to be primary and non-contributory, this insurance will be primary and non-contributory relative solely to insurance on which the additional insured is a named insured. 7. The insurance provided to the additional insured by this endorsement does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of: a. The rendering of, or failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawing and specifications; and (2) Supervisory, inspection, architectural or engineering activities. b. Any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part. C. O ly for the purpose of the insurance provided this endorsement, SECTION V - DEFINITIONS is amended to add the following definition: "Written Contract" means a written contract or written agreement that requires you to make a person or organization an additional insured on the coverage part, provided the contract or agreement: 1. Is currently in effect or becoming effective during the term of this policy; and 2. Was executed prior to: a. The "bodily injury" or "property damage" or b. The offense that caused the "personal and advertising injury", for which the additional insured seeks coverage under this coverage part. CG 72 86 04 25 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 2 POLICY NUMBER: 10110801061 COMMERCIAL GENERAL LIABILITY CG 02051204 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CHANGES - AMENDMENT OF CANCELLATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PRODUCT WITHDRAWAL COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART In the event of cancellation or material change that reduces or restricts the insurance afforded by this Coverage Part, we agree to mail prior written notice of cancellation or material change to: SCHEDULE 1. Name: PER SCHEDULE ON FILE WITH BROKER 2. Address: 118 2ND AVE SE, CEDAR RAPIDS, IA 52401 3. Number of days advance notice: 30 Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 02 05 12 04 © ISO Properties, Inc., 2003 Page 1 of 1 Policy Number: 10110801061 Effective Date: 06-20-2026 COMMERCIAL GENERAL LIABILITY CG 20011219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Policy Number: 10110801061 Effective Date: 06-20-2026 COMMERCIAL GENERAL LIABILITY CG 24531219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) - AUTOMATIC This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against any person or organization, because of any payment we make under this Coverage Part, to whom the insured has waived its right of recovery in a written contract or agreement. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person or organization prior to loss. CG 24 53 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Policy Number: 10175330425 Effective Date: 06-20-2026 COMMERCIAL LIABILITY UMBRELLA CU 24 80 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) - AUTOMATIC This endorsement modifies insurance provided under the following: COMMERCIAL LIABILITY UMBRELLA COVERAGE PART The following is added to Paragraph 9. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against any person or organization, because of any payment we make under this Coverage Part, to whom the insured has waived its right of recovery in a written contract or agreement. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person or organization prior to loss. CU 24 80 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 B (Ed. 6-14) TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (x) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: 3. Premium: The premium charge for this endorsement shall be percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: 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 06/20/2026 Insured Insurance Company WC 42 03 04 B (Ed. 6-14) Policy No. 10184291070 Endorsement No. Premium Countersigned by © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. POLICY NUMBER: 10110801061 COMMERCIAL GENERAL LIABILITY CG 20 100413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location(s) Of Covered Operations City of Fort Worth All Projects 100 Fort Worth Trail Fort Worth TX 76102 Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured(s) at the location(s) designated above. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following additional exclusions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. CG 20 10 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 2 C. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: 1. Required by the contract or agreement; or Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. Page 2 of 2 © Insurance Services Office, Inc., 2012 CG 20 10 0413 POLICY NUMBER: 10110801061 COMMERCIAL GENERAL LIABILITY CG 20370413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s) Location And Description Of Completed Operations City of Fort Worth 100 Fort Worth Trail Fort Worth, TX 76102 All Projects Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II — Who Is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the Schedule of this endorsement performed for that additional insured and included in the "products -completed operations hazard". However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. B. With respect to the insurance afforded to these additional insureds, the following is added to Section III — Limits Of Insurance: If coverage provided to required by a contract or will pay on behalf of the amount of insurance: the additional insured is agreement, the most we additional insured is the 1. Required by the contract or agreement; or 2. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. CG 20 37 04 13 © Insurance Services Office, Inc., 2012 Page 1 of I Policy Number: 10158222877 Effective Date: 06-20-2026 COMMERCIAL AUTO CA044911 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. A. The following is added to the Other Insurance B Condition in the Business Auto Coverage Form and the Other Insurance — Primary And Excess Insurance Provisions in the Motor Carrier Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". The following is added to the Other Insurance Condition in the Auto Dealers Coverage Form and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage and General Liability Coverages are primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance; and 2. You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". CA 04 49 11 16 © Insurance Services Office, Inc., 2016 Page 1 of 1 Policy Number: 10158222877 COMMERCIAL AUTO Effective Date: 06-20-2026 CA 04 44 10 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modified by the endorsement. This endorsement changes the policy effective on the inception date of the policy unless another date is indicated below. Named Insured: Gilco Contracting, Inc. Endorsement Effective Date: 06-20-2026 SCHEDULE Name(s) Of Person(s) Or Organization(s): Blanket Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The Transfer Of Rights Of Recovery Against Others To Us condition does not apply to the person(s) or organization(s) shown in the Schedule, but only to the extent that subrogation is waived prior to the "accident" or the "loss" under a contract with that person or organization. CA 04 44 10 13 © Insurance Services Office, Inc., 2011 Page 1 of 1 Policy Number: 10110801061 Effective Date: 06-20-2026 CG 72 86 04 25 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - WITH PRODUCTS -COMPLETED OPERATIONS COVERAGE - INCLUDING OTHER PARTIES IN COMPLIANCE WITH WRITTEN CONTRACTUAL REQUIREMENTS (THROUGH ISO 07/04, 10/01 and 11/85 COVERAGE OPTIONS) The following items modify insurance provided under the following: CO RCIAL GENERAL LIABILITY COVERAGE FORM A. Section II — Who Is An Insured is amended to include as an additional insured: 1. Any person or organization for whom you are performing operations when you and such person or organization have agreed in writing in a contract or agreement that such person or organization be added as an additional insured on your policy; and 2. Any other person or organization you are required to add as an additional insured under the contract or agreement described in Paragraph A.1. above. B. The insurance provided to the additional insured is limited as follows: 1. The person or organization is an additional insured only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your ongoing operations specified in the "written contract"; or b. "Your work" that is specified in the "written contract" but only for "bodily injury" or "property damage" included in the "products -completed operations hazard", and only if: (1) The "written contract" requires you to provide the additional insured such coverage; and (2) This coverage part provides such coverage; and (3) Such coverage will not apply subsequent to the first to occur of the following: (a) The expiration of the period of time required by the "written contract"; or (b) The expiration of any applicable statute of limitations or statute of repose with respect to claims arising out of "your work". 2. If the "written contract" specifically requires you to provide additional insured coverage via the 04/13 edition of CG2010 or CG2037, then in paragraph B.1. above, the words "caused, in whole or in part, by" still apply. 3. If the "written contract" specifically requires you to provide additional insured coverage via the 07/04 edition of CG2010 or CG2037, then in paragraph B.1. above, the words "caused, in whole or in part, by" still apply 4. If the "written contract" specifically requires you to provide additional insured coverage via the 10/01 editions of CG2010 or CG2037, then in paragraph B.1. above, the words "caused, in whole or in part, by" are replaced by the words "arising out of". 5. If the "written contract" specifically requires you to provide additional insured coverage via the 11/85 edition of CG2010, then in paragraph B.1. above, the words "caused in whole or in part by" are replaced by the words "arising out of your work." CG 72 86 04 25 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 2 CG 72 86 04 25 6. With regard to B.1. and B.2. above only, the following conditions are added: a. The insurance afforded to such additional insured only applies to the extent permitted by law; and b. If coverage provided to the additional insured is required by a "written contract", the insurance afforded to such additional insured will not be broader than that which you are required by the "written contract" to provide for such additional insured. c. Notwithstanding anything to the contrary Section IV — Conditions, 4. Other Insurance, this insurance is excess over all other insurance available to the additional insured whether on a primary, excess, contingent or any other basis. However, if the insurance is required by the "written contract" to be primary and non-contributory, this insurance will be primary and non-contributory relative solely to insurance on which the additional insured is a named insured. 7. The insurance provided to the additional insured by this endorsement does not apply to "bodily injury", "property damage" or "personal and advertising injury" arising out of: a. The rendering of, or failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawing and specifications; and (2) Supervisory, inspection, architectural or engineering activities. b. Any premises or work for which the additional insured is specifically listed as an additional insured on another endorsement attached to this coverage part. C. O ly for the purpose of the insurance provided this endorsement, SECTION V - DEFINITIONS is amended to add the following definition: "Written Contract" means a written contract or written agreement that requires you to make a person or organization an additional insured on the coverage part, provided the contract or agreement: 1. Is currently in effect or becoming effective during the term of this policy; and 2. Was executed prior to: a. The "bodily injury" or "property damage" or b. The offense that caused the "personal and advertising injury", for which the additional insured seeks coverage under this coverage part. CG 72 86 04 25 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 2 POLICY NUMBER: 10110801061 COMMERCIAL GENERAL LIABILITY CG 02051204 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CHANGES - AMENDMENT OF CANCELLATION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART OWNERS AND CONTRACTORS PROTECTIVE LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART PRODUCT WITHDRAWAL COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART In the event of cancellation or material change that reduces or restricts the insurance afforded by this Coverage Part, we agree to mail prior written notice of cancellation or material change to: SCHEDULE 1. Name: PER SCHEDULE ON FILE WITH BROKER 2. Address: 118 2ND AVE SE, CEDAR RAPIDS, IA 52401 3. Number of days advance notice: 30 Information required to complete this Schedule, if not shown above, will be shown in the Declarations. CG 02 05 12 04 © ISO Properties, Inc., 2003 Page 1 of 1 Policy Number: 10110801061 Effective Date: 06-20-2026 COMMERCIAL GENERAL LIABILITY CG 20011219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. CG 20 01 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Policy Number: 10110801061 Effective Date: 06-20-2026 COMMERCIAL GENERAL LIABILITY CG 24531219 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) - AUTOMATIC This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART ELECTRONIC DATA LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART POLLUTION LIABILITY COVERAGE PART DESIGNATED SITES POLLUTION LIABILITY LIMITED COVERAGE PART DESIGNATED SITES PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART RAILROAD PROTECTIVE LIABILITY COVERAGE PART UNDERGROUND STORAGE TANK POLICY DESIGNATED TANKS The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against any person or organization, because of any payment we make under this Coverage Part, to whom the insured has waived its right of recovery in a written contract or agreement. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person or organization prior to loss. CG 24 53 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 Policy Number: 10175330425 Effective Date: 06-20-2026 COMMERCIAL LIABILITY UMBRELLA CU 24 80 12 19 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US (WAIVER OF SUBROGATION) - AUTOMATIC This endorsement modifies insurance provided under the following: COMMERCIAL LIABILITY UMBRELLA COVERAGE PART The following is added to Paragraph 9. Transfer Of Rights Of Recovery Against Others To Us of Section IV — Conditions: We waive any right of recovery against any person or organization, because of any payment we make under this Coverage Part, to whom the insured has waived its right of recovery in a written contract or agreement. Such waiver by us applies only to the extent that the insured has waived its right of recovery against such person or organization prior to loss. CU 24 80 12 19 © Insurance Services Office, Inc., 2018 Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 03 04 B (Ed. 6-14) TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. ( ) Specific Waiver Name of person or organization (x) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: 3. Premium: The premium charge for this endorsement shall be percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: 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 06/20/2026 Insured Insurance Company WC 42 03 04 B (Ed. 6-14) Policy No. 10184291070 Endorsement No. Premium Countersigned by © Copyright 2014 National Council on Compensation Insurance, Inc. All Rights Reserved. Bond #022246947 006213-I PERFORMANCE BOND Page I of2 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY ©F TARRANT § 7 That we, Gilco Civil, Inc. known as "Principal" herein and Liberty Mutual 8 Fire Insuranc Company a corporate surety(sureties, if more than one) duly authorized to do 9 business in the State of Texas, known as "Surety" herein (whether one or more), are held and 10 firmly bound unto the Ashton Dallas Residential L.L.C., authorized to do business in Texas I I ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the penal 12 sum of, ONE MILLION THREE HUNDRED SIXTY-EIGHT THOUSAND FIVE HUNDRED AND FOURTY 13 DOLLARS AND TWENTY CENTS ($1,368,540.20) 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 15 payment of %vhich sum well and truly to be made jointly unto the Developer and the City as dual 16 obligees, we: bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents. 18 WILEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of Fort Worth by and through a Community Facilities 20 Agreement, CFA26-0099; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the 6th day of AUGUST , 2026, which Contract is hereby referred to and made a part 23 hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and 24 other accessories defined by law, in the prosecution of the Work, including any Change Orders, 25 as provided for in said Contract designated as Cattleman's Crossing Phase 3.1. 26 NOVV, THEREFORE, the condition of this obligation is such that if the said Principal 27 shall faithfully perform it obligations under the Contract and shall in all respects duly and 28 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 29 specifications, and contract documents therein referred to, and as well during any period of 30 extension of the Contract that may be granted on the part of the Developer and/or City, then this 31 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH CATLLEMANS CROSSING PHASE 3.1 STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN 105370 Revised January 3 1, 2012 006213-2 PERFORMANCE BOND Page2of2 1 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 2 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 3 Worth Division. 4 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 5 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 6 accordance with the provisions of said statue. 7 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED 8 this instrument by duly authorized agents and officers on this the 7th day of 9 AUGUST_, 2026- 10 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 AT� (Principal) Secretary i ess as to rincipal N. .' Witness as to Surety PRINCIPAL: Gilco Civil, Inc. B. ign tture Leia Mcluien, Vice President of Operations Name and Title Address: 6331 Southwest Boulevard Benbrook, TX 76132 SURETY: Liberty Mutual Fire Insurance Company BY:- _-- Sigifature Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Telephone Number: 214-989-0000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by—laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH CATLLEMANS CROSSING PHASE 3.1 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 105370 Revised Jmwary 31, 2012 Bond #022246947 006214-1 PAYMENT BOND Page I oft SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Gilco Civil, Inc. known as "Principal" herein, and 8 Liberty Mutual Fire Insurance Company a corporate surety ( or sureties if more than one), duly authorized to do 9 business in the State of Texas, known as "Surety" herein (whether one or more), are held and 10 firmly bound unto the Developer, Ashton Dallas Residential L.L.C., aulthorized to do business in I I Texas "(Developer"), and the City of Fort Worth, a Texas municipal corporation ("City"), in the 12 penal sum of ONE MILLION THREE HUNDRED SIXTY-EIGHT THOUSAND FIVE HUNDRED AND FOURTY DOLLARS AND TWENTY CENTS ($1,368,540.20). 13 lawful money of the United States, to be paid in Fort Worth, Tarrant County, 14 Texas, for the payment of which sum well and truly be made jointly unto the Developer and the 15 City as dual obliges, we bind ourselves, our heirs, executors, administrators, successors and 16 assigns, jointly and severally, firmly by these presents: 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth, by and through a Community Facilities 19 Agreement, CFA26-0099; and 20 WHEREAS, Principal has entered into a certain written Contract with Developer, 21 awarded the 6th day of AUGUST , 2026 , which Contract is hereby 22 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 23 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 24 Work as provided for in said Contract and designated as Cattleman's Crossing Phase 3.1. 25 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 26 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 27 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 28 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 29 force and effect. 30 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 31 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 32 accordance with the provisions of said statute. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 2 I IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 7th day of 3 AUGUST , 2026 . PRINCIPAL: 4 5 6 7 8 9 10 ATTEST: (Principal) Secretary Gilco Civil, Inc. BY: gnature Leia McQuien, Vice President of Operations Name and Title Address: 6331 Southwest Blvd. Benbrook TX 76132 Witne as to Prin 'pal ATTEST: (Surety) Secretary Witness as to Surely SURETY: Liberty Mutual Fire Insurance Company BY: Signatui Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Telephone Number: 214-989-0000 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised January 31, 2012 Bond #022246947 006219-I MAINTENANCE BOND Page I of3 SECTION 00 62 19 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we Gilco Civil. Inc. known as "Principal" herein and Liberty Mutual Fire Insurance Company a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Ashton Dallas Residential L.L.C., authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of ONE MILLION THREE HUNDRED SIXTY-EIGHT THOUSAND FIVE HUNDRED AND FOURTY DOLLARS AND TWENTY CENTS ($1,368,540.20). lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly unto the Developer and the City as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Developer and City have entered into an Agreement for the construction of community facilities in the City of Fort Worth by and through a Community Facilities Agreement, CFA26-0099; and WHEREAS, the Principal has entered into a certain written contract with the Developer awarded the 6th day of AUGUST , 2026 , which Contract is hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor and other accessories as defined by law, in the prosecution of the Work, including any Work resulting from a duly authorized Change Order (collectively herein, the "Work") as provided for in said Contract and designated as Cattleman's Crossing Phase 3.1; and WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH CATrLEMANS CROSSING PHASE 3 I STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised January 31, 2012 006219-2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain ill full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall he continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised January 31, 2012 006219-3 MAINTENANCE BOND Page 3 of3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on this the 7th day of AUGUST -_, 2026 . PRINCIPAL: AT EST: (Principal) Secretary Witness as to Principal ATTEST: •i � w', 111 c t 'je .-- (Surety) Secretar.\ Witness as to Surety Gilco Ci il, Inc. BY: Signature — — Leia McQuien, Vice President of Operations Name and Title Address: 6331 SOnthwest Blvd. Benbrook TX 76132 SURETY: Liberty Mutual Fire Insurance Company BY: _ Sign lure Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Telephone Number: 214-989-0000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN: 105370 Revised Januvy 31, 2012 Liberty POWER OF ATTORNEY Mutualo Certificate No: 8213588-022020 SURETY Liberty Mutual Fire Insurance Company Wausau, Wisconsin KNOWN ALL PERSONS BY THESE PRESENTS: Liberty Mutual Fire Insurance Company, being a Wisconsin Corporation having its principal office in the City of Wausau, State of Wisconsin does hereby make, constitute and appoint Don E. Cornell; Sophinie Hunter; Tina McFwan; Robbi Morales; Mikaela Peppers; Tonie Petranek; Ricardo J. Reyna; Joshua Saunders; Kelly A. Westbrook all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attorneys) -in -fact, with full power and authority hereby conferred in their/its name, place and stead, to sign, execute, acknowledge and deliver in their/its behalf, and as their/its act and deed, without power of redelegation, as follows: Bonds, undertakings, recognizances, contracts of indemnity, and all other surety obligations, as required, unlimited as to Dollar amount and to bind the Company(ies) making this appointment thereby as fully and to the same extent as if such bond or undertaking was signed by the duly authorized officers of the Company(es), and all the acts of said attorney(s), pursuant to the authority herein given, are hereby ratified and confirmed. AUTHORITY FOR MAKING APPOINTMENT OF ATTORNEYS -IN -FACT Appointment of Attorneys -in -Fact by Liberty Mutual Fire Insurance Company are made pursuant to Article V, Section 10 of Liberty Mutual Fire Insurance Company's By -Laws, as amended and by Unanimous Consent of the Board of Directors dated May 21st, 2013. Further, the President of Liberty Mutual Fire Insurance Company, executed a Delegation of Authority and authorized the assistant secretary signing below to appoint attorneys -in -fact as may be necessary to act on behalf of Liberty Mutual Fire Insurance Company to make 0) execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances, and other surety obligations. IN WITNESS WHEREOF, Liberty Mutual Fire Insurance Company has caused these presents to be signed by its authorized representatives, and its Corporate Seal lobe hereto affixed, this 2nd day of April , 2025 By: Attest: State of PENNSYLVANIA County of MONTGOMERY ss Liberty Mutual Fire Insurance Company Nathan J. Zangede, Assistant Secretary C o m The foregoing instrument was acknowledged before me this 2nd day of April , 2025 by Nathan J. Zangerle, an authorized representative of Liberty Mutual Fire 0 ; Insurance Company. CWnmonwealth of Pennsylvania - Notary Seal Teresa Pastella, Notary Pobiic Montgomery County My commission expires March 2a, 2029 By Commission number 1126044 Member, Pennsldvenia Association of Notaries CERTIFICATE I, the undersigned, an Assistant Secretary of Liberty Mutual Fire Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the said power of attorney was one of the officers or officials specially authorized by the Board of Directors to appoint attorneys -in -fact as provided in the Unanimous Consent and Vote of the Board of Directors of Liberty Mutual Fire Insurance Company dated May 21, 2013. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the Board of Directors of Liberty Mutual Fire Insurance Company evidenced by the Unanimous Consent and Vote of the Board of Directors dated June 28, 2006 wherein it was VOTED that the signatures of such officers and the seal of the Company may be affixed to any such power of attorney or to any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature and facsimile seal shall be valid and binding upon the Company when so affixed and in the future with respect to any surety undertakings, bonds, recognizances and other surety obligations to which it is attached. IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, affixed, this _ day of `1908 By: v a ao Renee C. Llewellyn, Assistant Secretary LMS-22023 02/24 b O N D N Lc'9 o0 D O o — CO = 3 U 3d r/) CO Liberty ;P' Mutu�L SURETY TEXAS IMPORTANT NOTICE To obtain information or make a complaint You may call toll -free for information or to make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at 1-800-252-3439 You may write the Texas Department of Insurance Consumer Protection (Ill -IA) P.O. Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: http://www.tdi.texas.gy E-mail: Cons umerProtection@tdi texas gov PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should first contact the agent or call 1-800-843-6446. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. TEXAS AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis para informacion o para someter una queja al 1-877-751-2640 Usted tambien puede escribir a: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas Consumer Protection (11 I - IA) P. O. Box 149091 Austin, TX 78714-9091 FAX # (512) 490-1007 Web: http://www.tdLtexas.gov E-mail: ConsumerProtectionntdi texas gov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiena una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI) UNA ESTE AVISO A SU POLIZA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. NP 70680901 LMS-15292 10/15 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 — Definitions and Terminology.......................................................................................................... l 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology.................................................................................................................................. 5 Article2 — Preliminary Matters......................................................................................................................... 6 2.01 Before Starting Construction........................................................................................................6 2.02 Preconstruction Conference.......................................................................................................... 6 2.03 Public Meeting.............................................................................................................................. 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article 4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent.................................................................................................12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) .....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents...................................................................................................................... 20 5.13 Safety and Protection.................................................................................................................. 21 5.14 Safety Representative.................................................................................................................21 5.15 Hazard Communication Programs.............................................................................................22 5.16 Submittals.................................................................................................................................... 22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification........................................................................................................................... 24 5.19 Delegation of Professional Design Services.............................................................................. 24 5.20 Right to Audit:............................................................................................................................25 5.21 Nondiscrimination....................................................................................................................... 25 Article 6 — Other Work at the Site...................................................................................................................26 6.01 Related Work at Site................................................................................................................... 26 Article 7 — City's Responsibilities...................................................................................................................26 7.01 Inspections, Tests, and Approvals.............................................................................................. 26 7.02 Limitations on City's Responsibilities....................................................................................... 26 7.03 Compliance with Safety Program...............................................................................................27 Article 8 — City's Observation Status During Construction...........................................................................27 8.01 City's Project Representative.....................................................................................................27 8.02 Authorized Variations in Work.................................................................................................. 27 8.03 Rejecting Defective Work..........................................................................................................27 8.04 Determinations for Work Performed..........................................................................................28 Article9 —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 Article12 — 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 ..................................... 14.01 Giving Notice..................................... CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ............. 34 ............. 34 14.02 Computation of Times................................................................................................................ 34 14.03 Cumulative Remedies................................................................................................................. 34 14.04 Survival of Obligations...............................................................................................................35 14.05 Headings...................................................................................................................................... 3 5 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1- DEFINITIONS AND TERMINOLOGY 1.01 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions m. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings p. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6p.m. 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 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; CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4- BONDS AND INSURANCE 4.01 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 007310-9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: None Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: None Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: None Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 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: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 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 fmal determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning. • 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or fmal payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6- OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7- CITY'S RESPONSIBILITIES 7.01 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11- TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 - COMPLETION 12.01 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: CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 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 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 - MISCELLANEOUS 14.01 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 0073 10-35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 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. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 011100-1 DAP SUMMARY OF WORK Page 1 of3 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 105370 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 CPN: 105370 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects CPN: 105370 Revised December 20, 2012 012500-1 DAP SUBSTITUTION PROCEDURES Page 1 of4 1 SECTION 01 25 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. None. 16 C. Related Specification Sections include, but are not necessarily limited to: 17 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 18 2. Division 1 — General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. No 22 separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution - General 26 1. Within 30 days after award of Contract (unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors, trade names, or catalog 31 numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers, provided said products are "or -equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material may be acceptable substitutions 37 under the following conditions: 38 a. Or -equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 0125 00-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form (attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule, when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 1) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, if a reduction in cost or time results, it will 46 be documented by Change Order. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 1 4. Substitution will be rejected if: 2 a. Submittal is not through the Contractor with his stamp of approval 3 b. Request is not made in accordance with this Specification Section 4 c. In the Developer's opinion, acceptance will require substantial revision of the 5 original design 6 d. In the City's or Developer's opinion, substitution will not perform adequately 7 the function consistent with the design intent 8 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE 12 A. In making request for substitution or in using an approved product, the Contractor 13 represents that the Contractor: 14 1. Has investigated proposed product, and has determined that it is adequate or 15 superior in all respects to that specified, and that it will perform function for which it 16 is intended 17 2. Will provide same guarantee for substitute item as for product specified 18 3. Will coordinate installation of accepted substitution into Work, to include building 19 modifications if necessary, making such changes as may be required for Work to be 20 complete in all respects 21 4. Waives all claims for additional costs related to substitution which subsequently 22 arise 23 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2- PRODUCTS [NOT USED] 27 PART 3- EXECUTION [NOT USED] 28 29 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 1 2 3 4 5 6 7 8 9 10 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 11 Proposed Substitution: 12 Reason for Substitution: 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm Address Date Telephone For Use by City: Approved City Recommended Recommended Not recommended Received late By Date Remarks Date Rejected CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 013119-1 DAP PRECONSTRUCTION MEETING Page 1 of3 SECTION 0131 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 013119-2 DAP PRECONSTRUCTION MEETING Page 2 of 3 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 1. Insurance Renewals m. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 013119-3 DAP PRECONSTRUCTION MEETING Page 3 of 3 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 0132 33 PRECONSTRUCTION VIDEO 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. Though not mandatory, it is highly recommended on infill developer projects. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2- PRODUCTS [NOT USED] CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 0132 33-2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 PART 3- EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 01 33 00- 1 DAP SUBMITTALS Page 1 of8 SECTION 0133 00 DAP SUBMITTALS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 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. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 013300-2 DAP SUBMITTALS Page 2 of 8 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 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 Sectionnumber. 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 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 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 1/2 inches x 11 inches to 8 Y/2 inches x 11 inches. 2. Bind shop drawings and product data sheets together. 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 013300-4 DAP SUBMITTALS Page 4 of 8 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 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) CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 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 fabricationprocesses, 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 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. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 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 aP.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] CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 01 33 00-8 DAP SUBMITTALS Page 8 of 8 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August 30, 2013 013513-1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 f. Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1— General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August, 30, 2013 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 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 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 01 3113 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 01 35 13 -3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 2. Coordinate any event that will require connecting to or the operation of an existing City water line system with the City's representative. a. Coordination shall be in accordance with Section 33 12 25. b. If needed, obtain a hydrant water meter from the Water Department for use during the life of named project. c. In the event that a water valve on an existing live system be turned off and on to accommodate the construction of the project is required, coordinate this activity through the appropriate City representative. 1) Do not operate water line valves of existing water system. a) Failure to comply will render the Contractor in violation of Texas Penal Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor will be prosecuted to the full extent of the law. b) In addition, the Contractor will assume all liabilities and responsibilities as a result of these actions. F. Public Notification Prior to Beginning Construction 1. Prior to beginning construction on any block in the project, on a block by block basis, prepare and deliver a notice or flyer of the pending construction to the front door of each residence or business that will be impacted by construction. The notice shall be prepared as follows: a. Post notice or flyer 7 days prior to beginning any construction activity on each block in the project area. 1) Prepare flyer on the Contractor's letterhead and include the following information: a) Name of Project b) City Project No (CPN) c) Scope of Project (i.e. type of construction activity) d) Actual construction duration within the block e) Name of the contractor's foreman and phone number f) Name of the City's inspector and phone number g) City's after-hours phone number 2) A sample of the `pre -construction notification' flyer is attached as Exhibit A. 3) Submit schedule showing the construction start and finish time for each block of the project to the inspector. 4) Deliver flyer to the City Inspector for review prior to distribution. b. No construction will be allowed to begin on any block until the flyer is delivered to all residents of the block. G. Public Notification of Temporary Water Service Interruption during Construction 1. In the event it becomes necessary to temporarily shut down water service to residents or businesses during construction, prepare and deliver a notice or flyer of the pending interruption to the front door of each affected resident. 2. Prepared notice as follows: a. The notification or flyer shall be posted 24 hours prior to the temporary interruption. b. Prepare flyer on the contractor's letterhead and include the following information: 1) Name of the project 2) City Project Number CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August, 30, 2013 013513-4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 3) Date of the interruption of service 2 4) Period the interruption will take place 3 5) Name of the contractor's foreman and phone number 4 6) Name of the City's inspector and phone number 5 c. A sample of the temporary water service interruption notification is attached as 6 Exhibit B. 7 d. Deliver a copy of the temporary interruption notification to the City inspector 8 for review prior to being distributed. 9 e. No interruption of water service can occur until the flyer has been delivered to 10 all affected residents and businesses. 11 f. Electronic versions of the sample flyers can be obtained from the Project 12 Construction Inspector. 13 H. Coordination with United States Army Corps of Engineers (USACE) 14 1. At locations in the Project where construction activities occur in areas where 15 USACE permits are required, meet all requirements set forth in each designated 16 permit. 17 I. Coordination within Railroad Permit Areas 18 1. At locations in the project where construction activities occur in areas where 19 railroad permits are required, meet all requirements set forth in each designated 20 railroad permit. This includes, but is not limited to, provisions for: 21 a. Flagmen 22 b. Inspectors 23 c. Safety training 24 d. Additional insurance 25 e. Insurance certificates 26 f. Other employees required to protect the right-of-way and property of the 27 Railroad Company from damage arising out of and/or from the construction of 28 the project. Proper utility clearance procedures shall be used in accordance 29 with the permit guidelines. 30 2. Obtain any supplemental information needed to comply with the railroad's 31 requirements. 32 J. Dust Control 33 1. Use acceptable measures to control dust at the Site. 34 a. If water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 K. Employee Parking 37 1. Provide parking for employees at locations approved by the City. 38 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 39 Construction Specification [if required for the project] 40 1. Comply with equipment, operational, reporting and enforcement requirements set 41 forth in NCTCOG's Clean Construction Specification.} CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August, 30, 2013 01 35 13 -5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] END OF SECTION 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August, 30, 2013 01 35 13 - 6 DAP SPECIAL PROJECT PROCEDURES Page 6 of 7 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 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August, 30, 2013 01 35 13 -7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 1 2 3 4 Date: EXHIBIT B FORT WORTH DOE NO. XXXX Project Name: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: YOUR MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. (CITY INSPECTOR) AT (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CONTRACTOR CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 105370 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of2 SECTION 0145 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 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. 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. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 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. Magana Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised March 20, 2020 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 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 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. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised JULY 1, 2011 015000-2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised JULY 1, 2011 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised JULY 1, 2011 015000-4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised JULY 1, 2011 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 01 55 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- 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"1 *jW\�11AM14 J04\M II Z110311119fly 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. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN: 105370 Revised July 1, 2011 01 55 26 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 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 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised July 1, 2011 01 57 13 -1 DAP STORM WATER POLLUTION PREVENTION Page 1 of3 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART1- 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. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised July 1, 2011 015713-2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 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. A. SWPPP 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised July 1, 2011 015713-3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised July 1, 2011 01 6000 DAP PRODUCT REQUIREMENTS Page 1 of2 SECTION 0160 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: httlls://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] CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised March 20, 2020 01 6000 DAP PRODUCT REQUIREMENTS Page 2 of 2 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. Magaiia Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised March 20, 2020 016600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of4 1 SECTION 01 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1— General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 2 containers designed and constructed to protect the contents from physical or 3 environmental damage. 4 5. Clearly and fully mark and identify as to manufacturer, item and installation 5 location. 6 6. Provide manufacturer's instructions for storage and handling. 7 B. Handling Requirements 8 1. Handle products or equipment in accordance with these Contract Documents and 9 manufacturer's recommendations and instructions. 10 C. Storage Requirements 11 1. Store materials in accordance with manufacturer's recommendations and 12 requirements of these Specifications. 13 2. Make necessary provisions for safe storage of materials and equipment. 14 a. Place loose soil materials and materials to be incorporated into Work to prevent 15 damage to any part of Work or existing facilities and to maintain free access at 16 all times to all parts of Work and to utility service company installations in 17 vicinity of Work. 18 3. Keep materials and equipment neatly and compactly stored in locations that will 19 cause minimum inconvenience to other contractors, public travel, adjoining owners, 20 tenants and occupants. 21 a. Arrange storage to provide easy access for inspection. 22 4. Restrict storage to areas available on construction site for storage of material and 23 equipment as shown on Drawings, or approved by City's Project Representative. 24 5. Provide off -site storage and protection when on -site storage is not adequate. 25 a. Provide addresses of and access to off -site storage locations for inspection by 26 City's Project Representative. 27 6. Do not use lawns, grass plots or other private property for storage purposes without 28 written permission of owner or other person in possession or control of premises. 29 7. Store in manufacturers' unopened containers. 30 8. Neatly, safely and compactly stack materials delivered and stored along line of 31 Work to avoid inconvenience and damage to property owners and general public 32 and maintain at least 3 feet from fire hydrant. 33 9. Keep public and private driveways and street crossings open. 34 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 35 satisfaction of City's Project Representative. 36 a. Total length which materials may be distributed along route of construction at 37 one time is 1,000 linear feet, unless otherwise approved in writing by City's 38 Project Representative. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR / RESTORATION [NOT USED] 10 3.6 RE -INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non -Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 016600-4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 017000-1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of4 1 SECTION 01 70 00 2 MOBILIZATION AND REMOBILIZATION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 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 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 017000-2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 1) Mobilization shall consist of the activities and cost on a Work Order basis 2 necessary for: 3 a) Transportation of Contractor's personnel, equipment, and operating 4 supplies to the Site for the issued Work Order. 5 b) Establishment of necessary general facilities for the Contractor's 6 operation at the Site for the issued Work Order 7 2) Demobilization shall consist of the activities and cost necessary for: 8 a) Transportation of Contractor's personnel, equipment, and operating 9 supplies from the Site including disassembly for each issued Work 10 Order 11 b) Site Clean-up for each issued Work Order 12 c) Removal of all buildings or other facilities assembled at the Site for 13 each Work Oder 14 b. Mobilization and Demobilization do not include activities for specific items of 15 work for which payment is provided elsewhere in the contract. 16 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 17 a. A Mobilization for Miscellaneous Projects when directed by the City and the 18 mobilization occurs within 24 hours of the issuance of the Work Order. 19 B. Deviations from this City of Fort Worth Standard Specification 20 1. None. 21 C. Related Specification Sections include, but are not necessarily limited to: 22 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 23 2. Division 1 — General Requirements 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 2. Remobilization for suspension of Work as specifically required in the Contract 34 Documents 35 a. Measurement 36 1) Measurement for this Item shall be per each remobilization performed. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under "Measurement" will be paid for at the unit 40 price per each "Specified Remobilization" in accordance with Contract 41 Documents. 42 c. The price shall include: 43 1) Demobilization as described in Section 1.l.A.2.a.1) 44 2) Remobilization as described in Section l.1.A.2.a.2) 45 d. No payments will be made for standby, idle time, or lost profits associated this 46 Item. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 017000-3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 3. Remobilization for suspension of Work as required by City 2 a. Measurement and Payment 3 1) This shall be submitted as a Contract Claim in accordance with Article 10 4 of Section 00 72 00. 5 2) No payments will be made for standby, idle time, or lost profits associated 6 with this Item. 7 4. Mobilizations and Demobilizations for Miscellaneous Projects 8 a. Measurement 9 1) Measurement for this Item shall be for each Mobilization and 10 Demobilization required by the Contract Documents 11 b. Payment 12 1) The Work performed and materials furnished in accordance with this Item 13 and measured as provided under "Measurement" will be paid for at the unit 14 price per each "Work Order Mobilization" in accordance with Contract 15 Documents. Demobilization shall be considered subsidiary to mobilization 16 and shall not be paid for separately. 17 c. The price shall include: 18 1) Mobilization as described in Section 1.1.A.3.a.1) 19 2) Demobilization as described in Section 1.1.A.3.a.2) 20 d. No payments will be made for standby, idle time, or lost profits associated this 21 Item. 22 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 23 a. Measurement 24 1) Measurement for this Item shall be for each Mobilization and 25 Demobilization required by the Contract Documents 26 b. Payment 27 1) The Work performed and materials furnished in accordance with this Item 28 and measured as provided under "Measurement" will be paid for at the unit 29 price per each "Work Order Emergency Mobilization" in accordance with 30 Contract Documents. Demobilization shall be considered subsidiary to 31 mobilization and shall not be paid for separately. 32 c. The price shall include 33 1) Mobilization as described in Section l.1.A.4.a) 34 2) Demobilization as described in Section 1.1.A.3.a.2) 35 d. No payments will be made for standby, idle time, or lost profits associated this 36 Item. 37 1.3 REFERENCES [NOT USED] 38 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 39 1.5 SUBMITTALS [NOT USED] 40 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 41 1.7 CLOSEOUT SUBMITTALS [NOT USED] 42 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 43 1.9 QUALITY ASSURANCE [NOT USED] 44 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 017000-4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION [NOT USED] 5 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 8 1 SECTION 01 7123 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. See Changes (Highlighted in Yellow). 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 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 A. Measurement and Payment 1. Construction Staking a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 3. As -Built Survey a. Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised February 14, 2018 01 71 23 -2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1.3 REFERENCES 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 A. Definitions 1. Construction Survey - The survey measurements made prior to or while construction is in progress to control elevation, horizontal position, dimensions and configuration of structures/improvements included in the Project Drawings. 2. As -built Survey —The measurements made after the construction of the improvement features are complete to provide position coordinates for the features of a project. 3. Construction Staking — The placement of stakes and markings to provide offsets and elevations to cut and fill in order to locate on the ground the designed structures/improvements included in the Project Drawings. Construction staking shall include staking easements and/or right of way if indicated on the plans. 4. Survey "Field Checks" — Measurements made after construction staking is completed and before construction work begins to ensure that structures marked on the ground are accurately located per Project Drawings. B. Technical References 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw website) —01 71 23.16.01_ Attachment A Survey Staking Standards 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available on City's Buzzsaw website). 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land Surveying in the State of Texas, Category 5 25 1.4 ADMINISTRATIVE REQUIREMENTS 26 A. The Contractor's selection of a surveyor must comply with Texas Government 27 Code 2254 (qualifications based selection) for this project. 28 1.5 SUBMITTALS 29 A. Submittals, if required, shall be in accordance with Section 01 33 00. 30 B. All submittals shall be received and reviewed by the City prior to delivery of work. 31 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Field Quality Control Submittals 33 1. Documentation verifying accuracy of field engineering work, including coordinate 34 conversions if plans do not indicate grid or ground coordinates. 35 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 36 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 37 38 1.7 CLOSEOUT SUBMITTALS 39 B. As -built Redline Drawing Submittal CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised February 14, 2018 01 71 23 -3 CONSTRUCTION STAKING AND SURVEY Page 3 of 8 1 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 2 constructed improvements signed and sealed by Registered Professional Land 3 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 4 — Survey Staking Standards) . 5 2. Contractor shall submit the proposed as -built and completed redline drawing 6 submittal one (1) week prior to scheduling the project final inspection for City 7 review and comment. Revisions, if necessary, shall be made to the as -built redline 8 drawings and resubmitted to the City prior to scheduling the construction final 9 inspection. 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE 12 A. Construction Staking 13 1. Construction staking will be performed by the Contractor. 14 2. Coordination 15 a. Contact City and Developer's Project Representative at least one week in 16 advance notifying the City of when Construction Staking is scheduled. 17 b. It is the Contractor's responsibility to coordinate staking such that 18 construction activities are not delayed or negatively impacted. 19 3. General 20 a. Contractor is responsible for preserving and maintaining stakes. If City 21 surveyors or Developer's Project Representative are required to re -stake for 22 any reason, the Contractor will be responsible for costs to perform staking. If 23 in the opinion of the City, a sufficient number of stakes or markings have been 24 lost, destroyed disturbed or omitted that the contracted Work cannot take place 25 then the Contractor will be required to stake or re -stake the deficient areas. 26 B. Construction Survey 27 1. Construction Survey will be performed by the Contractor. 28 2. Coordination 29 a. Contractor to verify that horizontal and vertical control data established in the 30 design survey and required for construction survey is available and in place. 31 3. General 32 a. Construction survey will be performed in order to construct the work shown 33 on the Construction Drawings and specified in the Contract Documents. 34 b. For construction methods other than open cut, the Contractor shall perform 35 construction survey and verify control data including, but not limited to, the 36 following: 37 1) Verification that established benchmarks and control are accurate. 38 2) Use of Benchmarks to furnish and maintain all reference lines and grades 39 for tunneling. 40 3) Use of line and grades to establish the location of the pipe. 41 4) Submit to the City copies of field notes used to establish all lines and 42 grades, if requested, and allow the City to check guidance system setup prior 43 to beginning each tunneling drive. 44 5) Provide access for the City, if requested, to verify the guidance system and 45 the line and grade of the carrier pipe. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised February 14, 2018 017123-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 6) The Contractor remains fully responsible for the accuracy of the work and correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to the City. 9) If the installation does not meet the specified tolerances (as outlined in Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct the installation in accordance with the Contract Documents. C. As -Built Survey 1. Required As -Built Survey will be performed by the Contractor. 2. Coordination a. Contractor is to coordinate with City to confirm which features require as - built surveying. b. It is the Contractor's responsibility to coordinate the as -built survey and required measurements for items that are to be buried such that construction activities are not delayed or negatively impacted. c. For sewer mains and water mains 12" and under in diameter, it is acceptable to physically measure depth and mark the location during the progress of construction and take as -built survey after the facility has been buried. The Contractor is responsible for the quality control needed to ensure accuracy. 3. General a. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features during the progress of the construction including the following: 1) W ter Lines a) Top of pipe elevations and coordinates for waterlines at the following locations: (1) Minimum every 250 linear feet, including (2) Horizontal and vertical points of inflection, curvature, etc. (3) Fire line tee (4) Plugs, stub -outs, dead-end lines (5) Casing pipe (each end) and all buried fittings 2) Sanitary Sewer a) Top of pipe elevations and coordinates for force mains and siphon sanitary sewer lines (non -gravity facilities) at the following locations: (1) Minimum every 250 linear feet and any buried fittings (2) Horizontal and vertical points of inflection, curvature, etc. 3) Stormwater — Not Applicable b. The Contractor shall provide as -built survey including the elevation and location (and provide written documentation to the City) of construction features after the construction is completed including the following: 1) Manholes a) Rim and flowline elevations and coordinates for each manhole 2) W ter Lines a) Cathodic protection test stations b) Sampling stations c) Meter boxes/vaults (All sizes) CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised February 14, 2018 01 71 23 -5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 d) Fire hydrants 2 e) Valves (gate, butterfly, etc.) 3 f) Air Release valves (Manhole rim and vent pipe) 4 g) Blow off valves (Manhole rim and valve lid) 5 h) Pressure plane valves 6 i) Underground Vaults 7 (1) Rim and flowline elevations and coordinates for each 8 Underground Vault. 9 3) Sanitary Sewer 10 a) Cleanouts 11 (1) Rim and flowline elevations and coordinates for each 12 b) Manholes and Junction Structures 13 (1) Rim and flowline elevations and coordinates for each 14 manhole and junction structure. 15 4) Stormwater — Not Applicable 16 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 17 1.11 FIELD [SITE] CONDITIONS [NOT USED] 18 1.12 WARRANTY 19 PART 2- PRODUCTS 20 A. A construction survey will produce, but will not be limited to: 21 1. Recovery of relevant control points, points of curvature and points of intersection. 22 2. Establish temporary horizontal and vertical control elevations (benchmarks) 23 sufficiently permanent and located in a manner to be used throughout construction. 24 3. The location of planned facilities, easements and improvements. 25 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 26 areas, utilities, streets, highways, tunnels, and other construction. 27 b. A record of revisions or corrections noted in an orderly manner for reference. 28 c. A drawing, when required by the client, indicating the horizontal and vertical 29 location of facilities, easements and improvements, as built. 30 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 31 construction staking projects. These cut sheets shall be on the standard city template 32 which can be obtained from the Survey Superintendent (817-392-7925). 33 5. Digital survey files in the following formats shall be acceptable: 34 a. AutoCAD (.dwg) 35 b. ESRI Shapefile (.shp) 36 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 37 standard templates, if available) 38 6. Survey files shall include vertical and horizontal data tied to original project 39 control and benchmarks, and shall include feature descriptions 40 PART 3- EXECUTION 41 3.1 INSTALLERS CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised February 14, 2018 01 7123 -6 CONSTRUCTION STAKING AND SURVEY Page 6 of 8 1 A. Tolerances: 2 1. The staked location of any improvement or facility should be as accurate as 3 practical and necessary. The degree of precision required is dependent on many 4 factors all of which must remain judgmental. The tolerances listed hereafter are 5 based on generalities and, under certain circumstances, shall yield to specific 6 requirements. The surveyor shall assess any situation by review of the overall plans 7 and through consultation with responsible parties as to the need for specific 8 tolerances. 9 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 10 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 11 1.0 ft. tolerance. 12 b. Horizontal alignment on a structure shall be within .0.1 ft tolerance. 13 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 14 walkways shall be located within the confines of the site boundaries and, 15 occasionally, along a boundary or any other restrictive line. Away from any 16 restrictive line, these facilities should be staked with an accuracy producing no 17 more than 0.05ft. tolerance from their specified locations. 18 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 19 electric lines, shall be located horizontally within their prescribed areas or 20 easements. Within assigned areas, these utilities should be staked with an 21 accuracy producing no more than 0.1 ft tolerance from a specified location. 22 e. The accuracy required for the vertical location of utilities varies widely. Many 23 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 24 should be maintained. Underground and overhead utilities on planned profile, 25 but not depending on gravity flow for performance, should not exceed 0.1 ft. 26 tolerance. 27 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 28 specifications or in compliance to standards. The City reserves the right to request a 29 calibration report at any time and recommends regular maintenance schedule be 30 performed by a certified technician every 6 months. 31 1. Field measurements of angles and distances shall be done in such fashion as to 32 satisfy the closures and tolerances expressed in Part 3.1.A. 33 2. Vertical locations shall be established from a pre -established benchmark and 34 checked by closing to a different bench mark on the same datum. 35 3. Construction survey field work shall correspond to the client's plans. Irregularities 36 or conflicts found shall be reported promptly to the City. 37 4. Revisions, corrections and other pertinent data shall be logged for future reference. 38 39 3.2 EXAMINATION [NOT USED] 40 3.3 PREPARATION [NOT USED] 41 3.4 APPLICATION 42 3.5 REPAIR / RESTORATION 43 A. If the Contractor's work damages or destroys one or more of the control 44 monuments/points set by the City or Developer's Project Representative, the monuments 45 shall be adequately referenced for expedient restoration. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised February 14, 2018 01 7123 -7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 1. Notify City or Developer's Project Representative if any control data needs to be 2 restored or replaced due to damage caused during construction operations. 3 a. Contractor shall perform replacements and/or restorations. 4 b. The City or Developer's Project Representative may require at any time a 5 survey "Field Check" of any monument or benchmarks that are set be verified 6 by the City surveyors or Developer's Project Representative before further 7 associated work can move forward. 8 3.6 RE -INSTALLATION [NOT USED] 9 3.7 FIELD [OR] SITE QUALITY CONTROL 10 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 11 City or Developer's Project Representative in accordance with this Specification. This 12 includes easements and right of way, if noted on the plans. 13 B. Do not change or relocate stakes or control data without approval from the City. 14 3.8 SYSTEM STARTUP 15 A. Survey Checks 16 1. The City reserves the right to perform a Survey Check at any time deemed 17 necessary. 18 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 19 relieve the contractor of his/her responsibility for accuracy. 20 21 3.9 ADJUSTING [NOT USED] 22 3.10 CLEANING [NOT USED] 23 3.11 CLOSEOUT ACTIVITIES [NOT USED] 24 3.12 PROTECTION [NOT USED] 25 3.13 MAINTENANCE [NOT USED] 26 3.14 ATTACHMENTS [NOT USED] 27 28 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson Added instruction and modified measurement & payment under 1.2; added 8/31/2017 M. Owen definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2— PRODUCTS; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction 2/14/2018 M Owen Staking and As -Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout submittal requirements; added acceptable depth CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised February 14, 2018 01 71 23 -8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised February 14, 2018 017423-1 DAP CLEANING Page 1 of4 1 SECTION 01 74 23 2 CLEANING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 0174 23-2 DAP CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART2- PRODUCTS 4 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3- EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR / RESTORATION [NOT USED] 19 3.6 RE -INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 017423-3 DAP CLEANING Page 3 of 4 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 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] CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 0174 23-4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 01 77 19- 1 DAP CLOSEOUT REQUIREMENTS Page 1 of3 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 7719 CLOSEOUT REQUIREMENTS 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 1.5 26 27 28 29 30 31 32 33 34 35 36 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. SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection, perform fmal cleaning in accordance with Section 13 01 74 23. 14 C. Final Inspection 15 1. After final cleaning, provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection, the City will notify the Contractor, in 19 writing within 10 business days, of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City, immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice, inform the City, that the required Work has been completed. Upon receipt 26 of this notice, the City, in the presence of the Contractor, will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include, but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Handwheels 37 h. Other expendable items as required for initial start-up and operation of all 38 equipment 39 D. Notice of Project Completion CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 01 77 19-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 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 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 CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 78 23 OPERATION AND MAINTENANCE DATA 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include, but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers (to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 — General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in fmal form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 1/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum, white, for typed pages 36 2) Holes reinforced with plastic, cloth or metal 37 c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH CATTLEMAN'S CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 0178 23-2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide fly -leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title "OPERATING AND 11 MAINTENANCE INSTRUCTIONS". 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3 -ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available, provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 c. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings. 46 4. Written text, as required to supplement product data for the particular installation: 47 a. Organize in consistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH CATTLEMAN'S CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 017823-3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content, for architectural products, applied materials and finishes: 8 a. Manufacturer's data, giving full information on products 9 1) Catalog number, size, composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data, giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content, for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function, normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up, break-in, routine and normal operating instructions 32 2) Regulation, control, stopping, shut -down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to "trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH CATTLEMAN'S CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 0178 23-4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts, manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories of panelboards 11 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 1) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to "trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts, manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH CATTLEMAN'S CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 01 7823-5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION [NOT USED] 6 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A1 —title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH CATTLEMAN'S CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 01 7839- 1 DAP PROJECT RECORD DOCUMENTS Page 1 of4 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 78 39 PROJECT RECORD DOCUMENTS 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 c. Sanitary Sewer Service Reports 11 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include, but are not necessarily limited to: 15 1. Division 0— Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1— General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 017839-2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work, both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded 10 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case, provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2- PRODUCTS 18 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3- EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum clearly mark any deviations from Contract Documents 11 associated with installation of the infrastructure. 12 4. Making entries on Drawings 13 a. Record any deviations from Contract Documents. 14 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 15 change by graphic line and note as required. 16 c. Date all entries. 17 d. Call attention to the entry by a "cloud" drawn around the area or areas affected. 18 e. In the event of overlapping changes, use different colors for the overlapping 19 changes. 20 5. Conversion of schematic layouts 21 a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 22 ducts, and similar items, are shown schematically and are not intended to 23 portray precise physical layout. 24 1) Final physical arrangement is determined by the Contractor, subject to the 25 City's approval. 26 2) However, design of future modifications of the facility may require 27 accurate information as to the final physical layout of items which are 28 shown only schematically on the Drawings. 29 b. Show on the job set of Record Drawings, by dimension accurate to within 1 30 inch, the centerline of each run of items. 31 1) Final physical arrangement is determined by the Contractor, subject to the 32 City's approval. 33 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 34 ceiling plenum", "exposed", and the like). 35 3) Make all identification sufficiently descriptive that it may be related 36 reliably to the Specifications. 37 c. The City may waive the requirements for conversion of schematic layouts 38 where, in the City's judgment, conversion serves no useful purpose. However, 39 do not rely upon waivers being issued except as specifically issued in writing 40 by the City. 41 B. Final Project Record Documents 42 1. Transfer of data to Drawings 43 a. Carefully transfer change data shown on the job set of Record Drawings to the 44 corresponding final documents, coordinating the changes as required. 45 b. Clearly indicate at each affected detail and other Drawing a full description of 46 changes made during construction, and the actual location of items. 47 c. Call attention to each entry by drawing a "cloud" around the area or areas 48 affected. CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 017839-4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 1 d. Make changes neatly, consistently and with the proper media to assure 2 longevity and clear reproduction. 3 2. Transfer of data to other Documents 4 a. If the Documents, other than Drawings, have been kept clean during progress of 5 the Work, and if entries thereon have been orderly to the approval of the City, 6 the job set of those Documents, other than Drawings, will be accepted as final 7 Record Documents. 8 b. If any such Document is not so approved by the City, secure a new copy of that 9 Document from the City at the City's usual charge for reproduction and 10 handling, and carefully transfer the change data to the new copy to the approval 11 of the City. 12 3.5 REPAIR / RESTORATION [NOT USED] 13 3.6 RE -INSTALLATION [NOT USED] 14 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 15 3.8 SYSTEM STARTUP [NOT USED] 16 3.9 ADJUSTING [NOT USED] 17 3.10 CLEANING [NOT USED] 18 3.11 CLOSEOUT ACTIVITIES [NOT USED] 19 3.12 PROTECTION [NOT USED] 20 3.13 MAINTENANCE [NOT USED] 21 3.14 ATTACHMENTS [NOT USED] 22 23 24 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN: 105370 Revised April 7, 2014 APPENDIX GC -4.01 Availability of Lands - None GC -4.02 Subsurface and Physical Conditions - Geotechnical Report Provided GC -4.04 Underground Facilities - None GC -4.06 Hazardous Environmental Condition at Site -None GC -6.06.D Minority and Women Owned Business Enterprise Compliance - Not Required GC -6.07 Wage Rates - Provided GC -6.09 Permits and Utilities — Urban Forestry Permit Provided GC -6.24 Nondiscrimination - None GR-0 1 60 00 Product Requirements — COFW Water Department & TPW Standard Product List Provided CITY OF FORT WORTH CATTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 105370 Revised July 1, 2011 GC -4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH CA TTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 105370 Revised July 1, 2011 R NE E N G E E R I N G EST: 1972 GEOTECHNICAL ENGINEERING REPORT CATTLEMAN'S CROSSING BETWEEN N. SAGINAW BLVD AND US HWY 287 FORT WORTH, TEXAS Prepared For: Ashton Woods — Dallas Division 1800 Valley View Lane, Suite 100 Farmers Branch, Texas 75234 Attn: Mr. Scot Albert June 2022 (Revised) PROJECT NO. 21-25640 www.roneengineers.com R NE E N G E E R I N G EST: 1872 July 1, 2022 (Revised) Mr. Scot Albert Ashton Woods — Dallas Division 1800 Valley View Lane, Suite 100 Farmers Branch, Texas 75234 Re: Geotechnical Engineering Report Cattleman's Crossing Fort Worth, Texas Rone Report No. 21-25640 Dear Mr. Albert: GEOTECHNICAL ENGINEERING EARTHWORKS CONTROL ENVIRONMENTAL CONSULTING CONSTRUCTION MATERIAL TESTING Rone Engineering Services, Ltd. (Rone) is pleased to submit the Geotechnical Engineering Report for the above referenced project. The geotechnical engineering services performed for this study were carried out in general accordance with Rone Proposal No. P-31722-21, dated September 13, 2021. The report was revised this date to incorporate final grading plans into the subgrade modification recommendations This report presents engineering analyses and recommendations for site grading, foundations, and pavements with respect to known project and site characteristics. Detailed results of our field exploration and laboratory testing are provided in the appendix of the report. We appreciate the opportunity to be of service to you on this project. We look forward to providing additional Geotechnical Engineering and Construction Materials Testing services as the project progresses through the final design and construction phases. Please contact us if you have any questions or if we can be of further assistance. Respectfully submitted, )PrjectEng Torrance E T neer Texas Engineering Firm License No. F-1572 ,r �o 1/11 P i D. GF1AY Partner DALLAS I FORT WORTH I AUSTIN I SAN ANTONIO I HOUSTON I KANSAS CITY 3201 NE Loop 820, SUITE 180 I FORT WORTH, TEXAS 76137 I TEL: 817.717.1040 e 1 PROJECT INFORMATION..................................................................................................... 1 1.1 Site Description................................................................................................................ 1 2 PURPOSES AND SCOPE OF STUDY................................................................................... 1 3 FIELD INVESTIGATION AND LABORATORY TESTING ...................................................... 2 4 SITE CONDITIONS................................................................................................................. 3 4.1 Site Geology.................................................................................................................... 3 4.2 Subsurface Soil Conditions.............................................................................................. 3 4.3 Groundwater.................................................................................................................... 6 4.4 Soluble Sulfates............................................................................................................... 6 5 ANALYSIS OF SITE AND FOUNDATION ALTERNATIVES ..................................................7 7 5.1 Geotechnical Analysis...................................................................................................... 7 5.2 Subsurface Volume Change Potential.............................................................................. 8 5.3 Seismic Site Class......................................................................................................... 11 6 FOUNDATION SYSTEM RECOMMENDATIONS................................................................. 11 6.1 Ground Modification and Subgrade Treatment............................................................... 12 6.2 Subgrade Recompaction................................................................................................ 12 6.3 Excavation Safety Considerations.................................................................................. 13 6.4 Foundation Structure...................................................................................................... 13 7 SITE PREPARATION FOR CONSTRUCTION..................................................................... 13 7.1 General.......................................................................................................................... 13 7.2 Excavations.................................................................................................................... 13 8 CONSTRUCTION OF SUBGRADE FILLS........................................................................... 14 8.1 Subgrade Preparation.................................................................................................... 14 8.2 Subgrade Fill Construction............................................................................................. 15 8.2.1 Project Fills...............................................................................................................15 8.2.2 Fill Material Requirements........................................................................................15 8.2.3 Borrow Selection......................................................................................................15 8.3 Fill Construction Specifications....................................................................................... 16 8.3.1 Recompaction of Existing Subgrade and Grade Raise Below Buildings ...................17 8.3.2 Utility Trench Backfill................................................................................................17 8.3.3 Existing Pond Excavation and Backfill......................................................................18 8.3.4 General Site Fills for Site Grading and Drainage......................................................18 8.3.5 Compaction Specification Summary .........................................................................18 8.4 Quality Control and Field Verification Testing................................................................. 19 8.5 Construction Oversight................................................................................................... 19 9 BUILDING FOUNDATION STRUCTURE............................................................................. 20 9.1 Slab Foundation Design................................................................................................. 20 10 DETENTION / RETENTION POND..................................................................................... 21 11 LATERAL EARTH PRESSURES....................................................................................... 22 11.1 Wall Drainage............................................................................................................... 23 11.2 Wall Backfill.................................................................................................................. 24 12 PAVEMENTS...................................................................................................................... 24 12.1 Rigid Pavements.......................................................................................................... 24 12.2 Pavement Base Course............................................................................................... 25 12.3 Pavement Construction and Maintenance Recommendations ......................................26 26 13 SITE COMPLETION AND MAINTENANCE........................................................................ 26 13.1 Site Grading and Drainage........................................................................................... 26 13.2 Landscaping and Irrigation........................................................................................... 26 14 STUDY CLOSURE............................................................................................................. 27 15 COPYRIGHT 2022 RONE ENGINEERING SERVICES, LTD .............................................29 29 CHARTS COMPACTION DESIGN - FULL SITE SUBGRADE RECONSTRUCTION AND GRADE RAISE - 563 ................... 1 a COMPACTION CONTROL — FULL SITE RECONSTRUCTION AND GRADE RAISE - 563....................................lb COMPACTION DESIGN - FULL SITE UTILITY TRENCH BACKFILL.................................................................... 2a COMPACTION CONTROL — FULL SITE UTILITY TRENCH BACKFILL................................................................ 2b APPENDIX A Plate VICINITY MAP........................................................................ GEOLOGYMAP...................................................................... BORING LOCATION DIAGRAM .............................................. LOGS OF BORING................................................................. KEY TO CLASSIFICATIONS AND SYMBOLS .......................... UNIFIED SOIL CLASSIFICATION SYSTEM ............................ SWELL TEST RESULTS......................................................... HYDROMETER TEST RESULTS............................................. RECTM COMPACTION DESIGN REPORTS ............................. APPENDIX B FIELD OPERATIONS ................................................ LABORATORY TESTING .......................................... RONE SPECFIICATION 400 LIME TREATMENT....... I_1;11 I.Its IMPORTANT INFORMATION ABOUT THIS GEOTECHNICAL ENGINEERING REPORT A.1 Plate .... B.1 .... B.2 .... B.3 plat ... C.1 R NE GEOTECHNICAL ENGINEERING REPORT 1 PROJECT INFORMATION 1.1 Site Description A tabular summary of the site description is provided below. Table 1: Site Description Item Description Location The project is located between North Saginaw Boulevard and US Highway 287, north of Prairie Ridge Trail in Fort Worth, Texas. The project consists of developing 554 single-family residential lots with Project Description associated utilities and paved streets. Based on grading plans that have been provided, cuts up to 11 feet and fills up to 9 feet are indicated for the building pads at the site. At the time of our field investigation, the site was generally covered with native grass and dense trees. There are two large detention ponds on the site. One pond is located on the north side of the site and the other pond is located in the Existing Conditions center of the site. There is a small detention pond located on the west side of the site. Current development plans indicate the ponds will be reshaped and enlarged requiring portions of the existing ponds to be filled with compacted soil and rock beneath proposed residential house pads and roadways. Based on the topographic information obtained from Google Earth®, the site Topography generally slopes downward toward the north side of the property, with ground surface elevations ranging from approximately 858 feet to 810 feet. Previous Studies No known previous geotechnical studies at the site. Geologic Setting Fort Worth Limestone and Duck Creek Formation, undivided Site vicinity and geology maps are attached as Plates A.1 and A.2, respectively in Appendix A of this report. Boring locations relative to the site plan are shown on the Boring Location Diagram, Plate A.3. 2 PURPOSES AND SCOPE OF STUDY The site investigation was scoped based on the planned development and design boundaries outlined above. The principal purposes of this study are to evaluate the general subsurface conditions and develop geotechnical recommendations for the design and construction of foundations and pavements. For these purposes, the study was conducted in the following phases: 0-_J F_8T tOTT • Borings were drilled and sampled at approximate 200 -foot intervals to evaluate the subsurface conditions at the boring locations and to obtain soil samples. • Laboratory tests were conducted on selected samples recovered from the borings to evaluate the pertinent engineering characteristics of the foundation soils. • Engineering analyses were performed using field and laboratory data to develop foundation and pavement design recommendations. • Onsite soils were evaluated for potential sources of fill materials required for the project. As the Geotechnical Engineer of Record serving this project, it is recommended that a Rone engineer provide assistance during the design phase to verify the intent of the geotechnical recommendations. In addition, Rone must be retained to provide oversight of the Rone Earthwork Controls during the construction phase to verify full compaction utilizing the advanced engineering tools as discussed throughout this report. 3 FIELD INVESTIGATION AND LABORATORY TESTING The borings were located in the field by Rone personnel with measurements taken from site landmarks and using an aerial photograph of the site. Ground surface elevations at the boring locations were interpolated from topographic information obtained from Google Earth®. The locations and elevations were not surveyed, and are accurate only to the extent implied by the technique used in their determination. A total of 107 borings were completed to depths ranging from approximately 20 feet below existing grades. Boring B-69 was not drilled due to proximity to the existing natural gas pipeline easement. The approximate boring locations are shown on Plate A.3a, Boring Location Diagram. Sample depth, description of soils, and classification (based on the Unified Soil Classification System) are presented in the Logs of Boring, Plates A.4 through A.111. Keys to terms and symbols used on the logs are also included in Appendix A. Laboratory tests were performed on selected samples recovered from the borings to confirm visual classification, and to estimate material strata, in -situ consolidation states, and other pertinent engineering properties of the materials encountered. In addition, one-dimensional swell and swell pressure tests were performed on selected samples. Descriptions of the procedures used in the field and laboratory phases of this study are presented in Appendix B. ii R NE 4 SITE CONDITIONS 4.1 Site Geology Based on the subsurface conditions encountered in the borings and the Geologic Atlas of Texas, Dallas Sheet (published by the Bureau of Economic Geology), the site is located within the undivided Fort Worth Limestone and Duck Creek Formation (mapped as Kfd). The Fort Worth Limestone consists of limestone and clay. The limestone is light to medium gray and weathers yellowish brown. The clay is medium gray to yellowish brown and weathers yellowish brown. The thickness of the Fort Worth Limestone is approximately 25 to 35 feet. The Duck Creek Formation consists of medium gray to yellowish gray limestone that weathers dark gray with yellowish brown patches. The thickness of the Duck Creek Formation is approximately 30 to 100 feet. Please note that the geologic mapping was originally performed using aerial photography. Local variations and anomalies do occur. 4.2 Subsurface Soil Conditions The results of the field and laboratory testing have been used to develop generalized subsurface profiles of the project site. The strata identified in the borings at this site are described below: • Stratum I — generally consisted of dark brown to brown to light brown fat clay (CH) lean clay (CL) and clayey gravel (GC) containing various amounts of silt, sand, and gravel from the ground surface to depths ranging from 2 to 20 feet. • Stratum II — generally consisted of tan weathered limestone and gray limestone extending to the termination depths of approximately 20 feet. Hand penetrometer readings ranged from 1.0 to more than 4.5 tons per square foot (tsf) in the cohesive soils. Unconfined compression strengths in the tested cohesive materials ranged from approximately 6,300 to 14,300 pounds per square foot (psf). In -situ moisture levels ranged from approximately 21 percent below to 11 percent above their measured plastic limits, indicating mostly dry soil conditions. Standard Penetration Test N -values ranged from 13 blows per foot to 50 blows for one (1) inch. The Texas Cone Penetrometer blow counts ranged from 100 blows for 91/2 inches to 100 blows for'/z inch. Moisture content values ranged from 1 (in limestone cuttings) up to 35 percent in the fat clays. A tabular summary of the soil properties considered for design is provided in the following table. R NE_ ENG EERIHG F_8T tOTT Table 2: Generalized Subsurface Profile In Situ Soil Property Full Range Predominant Range Estimated Specific Gravity, GS 2.66-2.70 2.68 Percent Fines (%) 2-99 56-98 Liquid Limit 22-91 38-68 Plasticity Index 8-69 21-46 Dry Density (pcf) 88-104 90-101 Void Ratio, e 0.60-0.90 0.69-0.86 Moisture Content (%) 1-35 6-20 Moisture Increase Potential (%) 3.8-21.4 6.5-16.0 While both lean and fat clay shrink and swell with changes in moisture content, higher plasticity materials typically have greater sensitivity to moisture variation, and an increased potential for volume change. With sufficient moisture increase, swell pressures ranged from approximately 1,500 to 5,000. Modification of the upper soils will control subgrade and foundation design recommendations. A generalized profile of the subsurface conditions is included below. The Logs of Boring should be reviewed for specific information at individual boring locations. Stratification boundaries shown in the logs represent the approximate locations of changes in types of in -situ materials. The transition between material types may vary between borings and be gradual and indistinct. Variations will occur and should be expected across the site. 1 W UJ LU LO V It M M N ON O DI N C ( O 00 00 00 00 00 00 00 w > 0) O U) N .c N E O O ❑ ) O N 0 O t T O N j UC7 N rn O T O T (6 U U CD ai LL J co0 O O N o w N o J N O 00 N Q) } N w 0 U m j O_ la N C N O Q O f6 N m U L t o LU LL (6 C< 0) O w U U) m C J Z C o w 3 z o w O CD O M O p CD CO 7 O O H H O 00 n L O 7 u, O ' pMp 7 � w CD l N O '\ LU L V M Oco N N 00 co 00 O O O O O 00 (lead) UOIJenal3 R NE 4.3 Groundwater The borings were advanced using continuous flight augers. The borings were monitored during and immediately after drilling for the presence of water seepage. Free water was observed in two (2) borings at depths of approximately 12 to 15 feet below existing grades. Groundwater was not observed in the remaining borings. A thorough assessment of the vadose zone or upper groundwater was not conducted, and the study did not include extended monitoring of groundwater levels or perched water conditions. A full hydrogeologic study can be conducted upon request to assess the sources and variation of in -situ moisture levels in the vadose zone water levels beneath the site, and how various site development alternatives could potentially effect groundwater conditions. In general, groundwater levels and moisture content in the vadose zone vary climatically and seasonally depending on topography, land use, surface hydrology, subsurface hydrogeology, and proximity to bodies of water. The rate and extent of these variations depend on many variables including subsurface stratigraphy, soil properties, moisture sources, capillary strength, consolidation states, soil structure, thermal cover, and surface infiltration and evapotranspiration rates. A limited hydrogeologic assessment of the vadose zone is provided in Section 5.1 Geotechnical Analysis. 4.4 Soluble Sulfates Soluble sulfate levels are generally considered to be high when levels exceed 3,000 parts per million (ppm). Based on testing performed on selected samples, soluble sulfate levels at the site range from less than 100 ppm to 2,253, indicating negligible to moderate soluble sulfate levels. In soil, soluble sulfates are often encountered in concentrated banks or seams, generally in the form of gypsum. As site grading is performed, these areas of concentrated sulfates are likely to be randomly distributed throughout the site. When soluble sulfates come into contact with calcium (supplied by lime or cement during subgrade treatment) and water, a process commonly referred to as "sulfate -induced heave" will occur. In this process, a chemical reaction releases aluminum from the soil, forming a material called ettringite which causes large volume increases. The rate at which the reaction occurs is highly variable and is primarily dependent on the availability of the reagents and the size of the soluble sulfate crystals. It can occur in as little as 10 to 12 hours, or take years to fully manifest itself; however, with sufficient supply of the reagents, the reaction is typically complete within 4 to 5 days. R NE_ ENG EERIHG F_8T tOTT 5 ANALYSIS OF SITE AND FOUNDATION ALTERNATIVES Foundation alternatives have been evaluated based on site -specific geotechnical conditions, proposed development plans, and known design preferences. 5.1 Geotechnical Analysis Subgrade preparation and foundation fill elements are critical components of all foundation systems. Foundation alternatives for the proposed buildings have been evaluated based on the following engineering criteria: • Bearing capacity • Settlement potential • Volume change (shrink -swell) potential The rate and magnitude of volume change is controlled by the rate and extent of wetting and drying cycles. Volume change potential is affected by moisture change potential, clay mineralogy, material density, soil structure, hydrogeologic environment, and confining pressure to swell pressure ratios. Moisture change potential, material density, and soil structure can be modified and controlled; and clay content, hydrogeologic environment and confining pressure can be managed to limit volume change as necessary for each foundation alternative. These are key factors in the ground modification elements of foundation alternatives when evaluating various foundation designs. The primary provisions for managing the hydrogeologic environment are long-term stabilization of subgrade moisture levels, and management of desiccation risk. A limited hydrogeologic assessment of the vadose zone indicates the primary source of subsurface moisture is likely periodic groundwater from the detention ponds, supported by seasonal surface water infiltration. The abundance of granular soil identified in the borings can impede or break the capillary action and reduce the opportunity for continuous moisture supply from a water source at depth. Given the geologic setting, such impedances are expected across the site. The site is generally undeveloped and relatively open. Free water was encountered in borings B-80 and B-104. Deeper borings and/or open piezometers would be required to further evaluate for the presence of groundwater beneath the site. The average soil moisture profile across the project site at the time of sampling is illustrated below. ii R NE EN G EERIHG F_BT: tOT3 Figure 2: Average Soil Moisture Profile 20 18 16 v 14 1 O 12 10 8 ■ 0-2' ■ 2-4' , 4-6' ■ 6-8' ■ 8-10' 13-15' ■ 18-20' Foundation systems often require ground modification within the vadose zone. Each ground modification element includes provisions for limiting moisture content variation, and preparing for its effects. The following ground modification elements were evaluated for slab foundations: • Need and extent of subgrade replacement / re -compaction fill, • Management and tolerance of in -situ conditions below ground modification depths, • Grade raise elements, • Strength and stability requirements of each foundation fill element; and, • Subgrade stabilization options. Analyses of volume change and settlement potential relative to the various foundation alternatives are summarized in the following sections. 5.2 Subsurface Volume Change Potential Direct measurement of soil expansion and the resulting swell pressures under the anticipated stress conditions is the most reliable way to account for the factors that control volume change within natural clay formations and assess swell -shrink conditions within the vadose zone. These analyses indirectly account for clay mineralogy, clay content, clay mix, soil structure, compaction states, and stress states. Measurement of swell pressures allows determination of ground modification requirements for foundation system design. For this study, an assessment of swell potential was conducted on samples recovered from various depths. Due to the generally shallow limestone, swell pressure testing was not performed. Swell test results are summarized in the table below: R NE EN G EERIHG F_8T tOTT Table 3: Swell Test Details Boring Depth (feet) Load (psf) Plasticity Index Total Fines (°/°) Moisture (%) Final Void Ratio Swell (%) Initial Final Increase B-1 2 375 50 93 19.7 26.9 7.2 0.73 2.3 B-3 4 625 15 35 11.7 22.5 10.8 0.61 0.0 B-6 4 625 -- -- 17.3 28.3 11.0 0.76 5.5 B-7 2 375 30 82 12.0 25.2 13.2 0.68 0.0 B-9 8 1125 22 84 26.0 29.7 3.7 0.80 1.8 B-20 4 625 15 92 10.4 21.9 11.5 0.59 0.6 B-22 6 875 22 94 12.9 19.9 7.1 0.54 7.9 B-23 2 375 43 89 18.4 33.2 14.8 0.90 4.4 B-28 6 875 21 89 10.8 15.4 4.6 0.42 2.3 B-43 2 375 28 93 9.5 28.2 18.7 0.76 0.0 B-56 8 1125 46 87 21.8 25.3 3.5 0.68 2.3 B-58 6 875 49 83 23.9 31.1 7.1 0.84 4.3 B-59 4 625 50 94 21.2 33.4 12.2 0.90 8.4 B-60 2 375 44 95 20.5 26.3 5.8 0.71 4.6 B-63 2 375 47 94 26.8 38.4 11.7 1.04 7.7 B-64 6 875 55 90 20.8 29.8 9.0 0.81 7.3 B-65 8 1125 48 90 17.1 25.0 7.9 0.68 2.8 B-66 6 875 45 91 17.3 25.8 8.5 0.70 8.1 B-70 8 1125 48 61 17.0 23.3 6.2 0.63 4.8 B-71 4 625 42 95 18.0 27.1 9.1 0.73 8.6 B-72 6 875 -- 70 6.3 27.4 21.1 0.74 0.0 B-75 2 375 59 85 19.4 31.5 12.1 0.85 7.2 B-79 4 625 37 89 14.2 27.2 13.0 0.74 8.5 B-80 6 875 -- 90 20.7 27.1 6.3 0.73 4.3 B-81 8 1125 44 89 17.7 22.7 5.0 0.62 3.3 B-84 2 375 26 85 7.7 23.4 15.7 0.63 0.4 B-88 6 875 69 94 22.3 31.0 8.7 0.84 6.6 B-89 4 625 54 94 20.6 31.2 10.6 0.84 6.3 B-90 8 1125 41 100 20.4 22.9 2.6 0.62 0.2 B-91 2 375 -- 89 13.5 25.0 11.6 0.68 1.1 B-95 4 625 -- 50 4.8 23.8 19.0 0.64 0.0 B-97 2 375 19 86 9.1 24.9 15.9 0.67 3.4 B-100 2 375 -- 67 13.8 29.3 15.5 0.79 1.7 B-103 4 625 -- 82 20.4 29.2 8.8 0.79 4.6 R NE_ ENG EERIHG F_8T tOTT Depth Load Plasticity Total Moisture Final Swell Depth Boring (feet) (psf) Index Fines (oho) Void (ova) Boring (feet) (%) Ratio B-104 6 875 -- 92 27.2 33.5 6.3 0.91 1.9 B-105 2 375 -- 97 21.0 32.7 11.7 0.88 11.5 B-106 0 125 -- 96 22.9 28.7 5.8 0.78 2.0 The swell test results generally indicate low to high swell potential with sufficient moisture increase. Estimated swell pressures of approximately 1,500 to 5,000 psf were used in our evaluation of the Stratum I soils at the site. An average swell potential of approximately 4 percent was determined for design analyses. The resultant Potential Vertical Rise (PVR) was found to range from negligible to about 6 inches. As an additional means of evaluating subgrade swell potential, Potential Vertical Rise (PVR) estimates were also performed in general accordance with the Texas Department of Transportation (TxDOT) Test Method Tex -124-E. The TxDOT method is empirical, assumption - based, generalized, and based on correlations with the Atterberg limits, density, and moisture content of the soils at the time of the investigation. All conditions influencing swell potential are not accounted for in this procedure. The procedure was applied to an estimated 12 -foot deep active zone (limited by the depth to limestone in many areas), for soils in a dry moisture condition. Based on the TxDOT method, the estimated PVR is approximately 1 to 6 inches. Based on the PVR analyses, the following parameters have been used to evaluate foundation design alternatives: Table 4: Untreated Subgrade Movement Potential Design Depth Estimated Stratum I Untreated Swell Material (feet) Swell Pressure (psf) Potential (inches) Native Clays I Up to 4 feet 1,500 to 5,000 I 1 to 6 Based on the subsurface profile encountered mostly along and near the flood plain/pond area in the central portion of the site, subgrade modification will be required to achieve the design PVR of 41/2 inches or less. For the lots identified, the subgrade should be excavated to a depth of 4 feet below final pad elevation and replaced using the controls outlined in Section 8.3.1 later in this report. A detailed listing of the Blocks and Lots in provided in Table 5 below: ii R NE EN G EERIHG: E8T 1YTT Table 5: Lots Requiring Subgrade Modification Block Lots B 27 through 41, 62 through 65 and 86 and 87 D 1 and 2 E 5 through 10 I 1 through 14 J 1 through 13 and 24 through 32 K 1 through 32, 64 through 67 and 74 through 79 M 1, through 9, 19 through 22 and 25 though 27 Plate A.3b in the appendix graphically illustrates the boring numbers and associate blocks and lots where subgrade modification will be necessary for the lots reflected in the Table above. 5.3 Seismic Site Class The site class for seismic design is based on several factors that include subsurface profile, shear wave velocity, density, relative hardness, and strength, averaged over a depth of 100 feet. The borings for this project did not extend to a depth of 100 feet; therefore, we assumed the conditions below the depth of the borings to be similar to those encountered at the termination depth of the borings. Based on Section 1613.2.2 of the 2018 International Building Code and Table 20.3-1 of ASCE 7-16, we recommend using Site Class C (Soft Rock/Stiff Soil) for seismic design. 6 FOUNDATION SYSTEM RECOMMENDATIONS Design evaluations have been made for the building foundation systems based on our current understanding of the project and the available subsurface information. The proposed residential buildings may be supported on slab foundations bearing within controlled fill, suitable native soil and/or limestone rock. A schematic cross-section of the foundation system is provided below. Figure 3: Residential Slab Foundation Cross Section Schematic Grade Not m \j Scale Native Clay ...... _ _ Floor Slab 1g Recompacted �' Subgrade O to 4' 1: erect D mesrone; r' �!— Ground modification should be completed as required for the designated Blocks and Lots stated earlier and reflected on Plate A.3a. It is not necessary to over -excavate subgrade that is 0_j F_8T tOTT comprised of limestone for any purpose. All fill should be place using the Rone Earthwork Controls (REC STM) provided in this report. Subgrade compaction will result in the following ground stability improvements when constructed as recommended in this report. These parameters should be used for design of the structural foundation system. Surficial clays with increased swell potential were identified from existing site grades in select borings as indicated in Table 5: Lots Requiring No Subgrade Excavation below: Table 6: Summary of Estimated Ground Imorovement Thickness from Estimated Swell Swell Potential at Material Final Pad Elevation Pressure (psf) Finished Pad (inches) (feet) Imported Fill (if used) Negligible Negligible Negligible Recompacted RECTM Subgrade 0 to 4 800 '/2 Native Soils 20+ 1,500 to 5,000 1 to 31/2 6.1 Ground Modification and Subgrade Treatment Modification of the existing subgrade material is designed to control the building pad subgrade and provide an improved foundation bearing material. Any grade raise fill used to achieve final pad elevations serves a similar purpose. Over -excavation will be required in the areas referenced in Table 5 earlier in the report. All fills should be placed using the compaction controls recommended in this report. Controlled fill should extend at least 5 feet laterally beyond the proposed residential buildings to allow for adequate edge preparation. Determination of the compaction energies enables this control, along with compaction efficiencies required for the existing soil property ranges. Effective construction controls for the proposed fill elements are provided in Section 8 Construction of Subgrade Fills. Estimated construction performance and results are also included. 6.2 Subgrade Recompaction The subgrade recompaction is designed to restructure the cohesive soils such that strength and volume change can be better controlled. Determination of the compaction energies and compaction efficiencies required for the existing soil property ranges allow this control. Effective construction controls for the proposed fill elements are provided in Section 8 Construction of Subgrade Fills. Estimated construction performance and results are also included. ii R NE 6.3 Excavation Safety Considerations All excavations should be sloped, shored, or shielded in accordance with Occupational Safety and Health Administration (OSHA) requirements. In accordance with Texas state law, the design and maintenance of excavation safety systems is the sole responsibility of the construction contractor. OSHA Standards 29 CFR — 1926 Subpart P, including Appendices A and B, should be referenced for guidance in the design of such systems 6.4 Foundation Structure Slab foundations bearing in controlled fill, suitable native soil or limestone rock may be used to support the proposed residential structures provided fill construction and testing is performed as recommended in this report. Ground movement potential will be limited with the recommended design provisions; however, the grade -supported slabs should be designed to accommodate the estimated potential vertical ground movement. A moisture barrier should be placed immediately beneath the concrete slabs. 7 SITE PREPARATION FOR CONSTRUCTION 7.1 General Existing foundations, structures, deleterious materials, debris, utilities and other manmade features should be removed, and existing utilities should be relocated in accordance with the project plans and specifications. All vegetation and organic matter should be removed from within the proposed construction limits, including tree stumps and root systems. Unless otherwise indicated in the specifications, all materials resulting from clearing and grubbing operations should be properly disposed. In no case should any organic or deleterious material be used within the earthworks or fill materials, or permanently placed onsite except where authorized by the geotechnical engineer. 7.2 Excavations All excavations should be performed to the limits and grades indicated in the design documents. This study was not performed to evaluate the difficulty of ripping, processing and/or excavating the on -site materials, or estimating the volume of those excavated materials. The earthwork contractor should have experience in construction and excavation within these materials. The contractor must use his or her own experience when making decisions regarding means, methods and costs to accomplish the proposed construction, including excavation tools, excavation rates, and number of trucks. R NE_ ENG EERIHG F_8T tOTT 8 CONSTRUCTION OF SUBGRADE FILLS Soil fill elements are critical components of any foundation system. Strength and stability of the fill are essential to limiting subgrade movements below foundations, floor slabs, and pavements. Mechanical soil compaction is designed to improve the engineering properties of soils; however, inadequate fill control methods often do not achieve the desired compaction during construction. The soil construction specifications in this report provide for effective compaction control, including direct data verification and real-time control. The fill construction specifications provided in this report are designed for the specific geotechnical requirements of this project. The specifications provide the construction controls needed to prepare cohesive fills for saturation and drying potential. If the specified controls are not properly implemented, the fills will be vulnerable to strength loss and swell with saturation, and potential shrinkage from drying. The initiation of shrinkage or swelling can lead to increased shrink -swell cycles with moisture variation. The design of these soil compaction specifications includes estimates of compacted soil properties corresponding to varying compaction energies and compaction efficiencies, enabling assessment of the final compacted performance of the fill. The construction specifications below will prepare the fills for potential saturation; however, the environments of these fills must maintain generally moist conditions without excessive drying. In many cases, equilibrium moisture ranges can be established during construction, but in other cases equilibrium moisture cannot be achieved without maintenance following construction. Potential maintenance requirements for fills on this project are discussed in Section 12 Site Completion and Maintenance. 8.1 Subgrade Preparation After site clearing, the exposed subgrade should be prepared for construction of foundation fills. All areas that will underlie foundations, floor slabs, or pavements will require ground modification as presented in the following sections. Exposed subgrades in cut areas of 3 feet or less should be scarified to a depth of 8 inches and recompacted wet of the optimum moisture content at full compaction in construction, to at least 95 percent of maximum density in construction, as generated by a CAT 563 footed compactor or approved equivalent. Field verification testing will be conducted in accordance with Section 8.4 Quality Control and Field Verification Testing. Any areas where the specified properties are not achieved often indicate a soft or low modulus subgrade is present below the compacted lift. iii R NE If testing confirms that soft soils underlie any section of the recompacted surface, those sections should be overexcavated and recompacted in lifts as required by the Geotechnical Engineer. It is not necessary to over -excavate limestone exposed within the upper 3 feet. 8.2 Subgrade Fill Construction All foundations and pavements include a structural fill element. These fill elements are critical to ground modification requirements and the strength and stability of each foundation. Fill construction requirements depend on the design purpose and service conditions of each fill. Each fill element must be constructed to achieve the properties required for the long term stability of each foundation. Each completed lift of fill should be maintained at the recommended moisture level until placement of subsequent fill or permanent protective cover such as pavement or floor slabs. 8.2.1 Project Fills The fill elements identified for this project are listed below: • Recompaction of existing subgrade and grade raise below the floor slabs and pavements • Utility trench backfill • General fills for site grading and drainage 8.2.2 Fill Material Requirements The following table provides general property requirements and applications for the cohesive soils that may be used as fill on this project. Table 7: Fill Material Material Source Property Ranges Use Native Soils On -Site N/A Building and Pavement Subgrade CL: 15 ≤ PI ≤ 35 or Flexible Base Building Pad Cap Select Fill Import Percent silt ≤ 20% (optional) Silt soil classifications are not acceptable. Gravel content should be generally less than 45 percent. Fill should be free of organics, debris, large rocks, and deleterious material. 8.2.3 Borrow Selection Rone can assist the contractor in the selection of borrow sources and compactor pairings in order to reduce moisture amendment needs during construction. With this assistance, allowable soil property limits may also be expanded by matching the compaction energy of specific compactors with the borrow materials. 0--J F_8T tOTT For improved control and more consistent fill properties, stratified borrow sources approved for use as fill material should be excavated and processed in a manner to produce consistent mixing and increased uniformity of the fill materials. The Geotechnical Engineer of Record can provide additional guidance for this as needed. 8.3 Fill Construction Specifications In general, all fill soils should be placed in consistent loose lift thicknesses, and fully and uniformly compacted across each lift. The moisture content at the time of compaction should be wet of the optimum moisture content in construction as defined by the field compaction curves provided in this report. Any moisture adjustments that are required should be completed before compaction. Each lift should be compacted using at least the minimum number of passes required to achieve full compaction as specified by the Geotechnical Engineer of Record. The compaction specifications for soil construction provided in this report have been developed for each fill expected on this project. These specifications are based on the predetermined compaction performance of specific compactor and soil combinations relative to the known project design requirements. The recommended controls have been developed based on source soil and moisture ranges determined during the site exploration, and typical compactors suitable for these fills and fill volumes. The specifications employ family -of -curve methods for compaction curves produced during construction in order to use the compactor's performance for control and accommodate soil variation during construction. RECTM Compaction Design Reports supporting this analysis, along with the resulting process control requirements, are included in the appendix of this report. The design charts provided in the appendix are based on a whole site design as well as two zones defined by the changes in the plasticity of the soils. The zoned charts have been provided as a reference, and should not be used during construction until grading plans can be reviewed. The construction specifications and illustrations of the performance, range and limits of construction for each fill type are provided below. At the end of this section, a summary table is provided as a quick reference for the fill specifications. Additional information can also be provided regarding alternative compactors to account for changes during construction and optimal selection by the earthwork contractor. All completed lifts should be protected by subsequent lifts placed as soon as practical during construction. Completed lifts to be exposed more than 1 day should be kept wet with light water application. Completed lifts damaged by desiccation, erosion, construction traffic, or other iii 0_j F_8T tOTT disturbances should be scarified and re -compacted according to the process control requirements for that particular fill. 8.3.1 Recompaction of Existing Subgrade and Grade Raise Below Buildings All fills should be placed using the compaction controls provided below. For the designated lots in Table 5 and reflected on Plate A.3b, the upper 4 feet of the building pad subgrade from the final pad elevation should be over -excavated, then fully and uniformly compacted wet of the optimum moisture content during construction using a footed compactor equivalent to a CAT 563, or as approved by the Geotechnical Engineer of Record. All fill should be compacted in 9 -inch loose lifts to at least 95 percent of the maximum dry density in construction and to an air content not exceeding 7.1 percent. The optimum moisture content and maximum density in construction should be determined from the field moisture -density curves (field compaction curves) generated by the compactor for the range of soils used in construction. This family -of -curve range for the specified compactor energy is provided by the Geotechnical Engineer of Record. Compaction Performance and Design Chart 1a provides the performance and design construction range for the specified compactor and the in -situ moisture ranges relative to the design moisture range for construction for the site. This range can be refined with more soil information prior to or during construction. A diagram of the compaction specification is provided on Compaction Control Chart lb. The Compaction Control Chart includes the required construction range and minimum number of passes required for full lift compaction. The construction range provided is only valid for full compaction using at least the minimum number of passes. Additional control specifications are also noted on the chart. It is critical for the strength and stability requirements of the fill that each lift is fully and uniformly compacted using at least the minimum number of passes for the compactor -soil range combination. Chart 1 b can be used as a separate reference during construction. The RECTM Compaction Design Reports covering the soil ranges at the site are included in the appendix. 8.3.2 Utility Trench Backfill Utility trench backfill may consist of on -site clay uniformly compacted in 6 -inch loose lifts wet of the optimum moisture contents in construction at an air content not exceeding 7.1 percent. Optimum moisture is determined from representative standard Proctor curves normalized on the lab line -of -optimums for the soil range used, and corrected according to standard dry unit weight relations. Use hand -operated compaction equipment approved by the Geotechnical Engineer of Record. The family -of -curves and construction acceptance range will be provided by the Geotechnical Engineer of Record. The general performance, range and limits of this construction I 1QE R I N G using an approved compactor are illustrated on the Compaction Performance and Design Chart 2a, and on the Compaction Control Chart 2b. This information should be confirmed prior to construction using additional subsurface information. 8.3.3 Existing Pond Excavation and Backfill We understand that the existing pond will be backfilled and a majority of the backfilled area will be located within the proposed residential house pads. In order to provide a subgrade surface suitable for compaction of new fill, we recommend excavating at least 3 feet below the base of the pond and disposing of the soft soils removed from the excavation. The base of the excavation should be proofrolled prior to placement of fill. Soft areas encountered during the proofroll should be excavated until firm material is encountered. The sides of the pond overexcavation should be benched into suitable soil at a 3H:1 V effective slope, with bench widths large enough to accommodate the recommended compaction equipment. New fill material should be placed and compacted according to the guidance provided in Section 8.3.1 Subgrade and Grade Raise for Building Foundations and Pavement Areas and illustrated in Charts la and 1 b in the Appendix. 8.3.4 General Site Fills for Site Grading and Drainage General fill for grading and drainage may consist of native clay compacted in 12 -inch loose lifts using the available earthwork equipment. Use visual controls for wet -of -optimum compaction. Surficial topsoil in landscape areas does not require additional compaction beyond that produced incidentally during spreading and grading. 8.3.5 Compaction Specification Summary The following summary table is provided for quick reference purposes. The table does not fully encompass or replace the compaction specifications provided for each fill in the sections above. Table 8: Compaction Specification Summary Fill Building Pad and Pavement Subgrade Utility Trench Backfill General Site Grading Material On -Site Soil On -Site Soil On -Site Soil Compactor CAT 563 Hand operated NA Minimum Foot Length (inches) 6 NA NA Maximum Lift Thickness (inches) 9 6 12 Minimum Number of Passes 8 NA NA Maximum Air Voids (%) 7.1 7.1 NA Minimum Dry Density (pcf) 94 92 NA Minimum Moisture Content (%) 14.0 15.5 NA Min. Compacted Strength (psf) 3,100 NA NA I R NE_ ENG EERIHG F_8T tOTT 8.4 Quality Control and Field Verification Testing Before fill construction, the property ranges of fill materials should be determined using index property testing. During construction, index properties should be obtained periodically and upon changes in material, color, texture, or excavation procedures. Field compaction curves should be obtained upon unexpected changes in soil properties, compactor, or lift thickness, and at minimum frequencies recommended by Rone based upon the property ranges of each fill material and expected variations. Borrow material sampling during construction should be planned and coordinated to fit the required production rates, and generally at least two days in advance of the compaction of corresponding fill lifts. Rone should monitor compaction and conduct verification testing during all fill construction. Verification testing of compacted lifts should be conducted at appropriate frequencies to ensure that compaction controls are satisfied and design requirements are achieved in construction. The engineer should monitor the number of compactor passes, lift thickness, air content, moisture and density for each fill. We recommend that Rone assist in developing a work plan for effective process controls designed for engineering requirements, the construction plan, production needs, and direct data verification records. We strongly encourage Rone be included in the pre -bid process with earthwork contractors to provide guidance in regard to fill controls for this project. A pre -construction meeting including the general contractor, earthwork contractor and soils engineer is critical to an effective launch of the project. Nuclear density gauges are recommended for field testing of compacted lifts. Rone will provide the specific gravity (Gs) values required for each fill, based on compactor performance and the soil variation expected during construction. The Geotechnical Engineer must also be able to monitor the specific gravity setting remotely in real-time based on the gauge readings in the field 8.5 Construction Oversight Design requirements and recommendations presented in this report are based on critical controls during the earthworks and soil construction process. The monitoring required to verify the controls are correctly implemented is essential to proper fill construction. The requirements of this report are based on limited geotechnical, geologic and hydrogeologic information about the subsurface conditions. Subgrade conditions have been interpolated between borings and subsurface testing locations. Anomalies are often encountered during construction. The potential for subsurface I JJT)R NE variation from the conditions used for design could result in design changes and/or increased geotechnical risk during and/or following construction. We recommend that Rone be retained to provide the controls needed for proper soil construction, monitor earthwork operations, observe foundation construction, evaluate materials, and conduct periodic testing during the soil construction phase of the project. Use of grade stakes or GPS controls on earthwork equipment can aide in controlling required lift thicknesses. This enables the geotechnical engineer to verify design conditions, manage geotechnical risks, verify compliant construction, adjust design requirements when unanticipated conditions are encountered, assist the builder, and represent owner interests. 9 BUILDING FOUNDATION STRUCTURE 9.1 Slab Foundation Design The proposed residential structures may be supported on ground supported foundations consisting of a conventionally reinforced beam and slab system or a post -tensioned slab foundation system, provided the estimated floor movements can be tolerated. The foundations should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system to tolerate the potential vertical movement of the foundation subgrade. A net allowable soil bearing pressure of 3,000 psf may be used for design of all grade beams bearing in tested and approved controlled fill, suitable native soil and/or limestone rock. Exterior grade beams should bear at least 18 inches below final grade. The bottom of the beam trenches should be free of any loose or soft material prior to the placement of the concrete. All grade beams and floor slabs should be adequately reinforced for eccentric loading that could occur from potential differential subgrade movement. Design criteria for the foundation slab have been estimated according to the Post Tensioning Institute (PTI) based on the methods described in their most recent manual for designing slab -on - grade foundation systems. An effective PI of 50 may be used for design of a conventionally reinforced concrete slab foundation. Recommended PTI foundation design criteria for a Thornthwaite Moisture Index (TMI) of zero are tabulated below: R NE_ ENG EERIHG F_8T tOTT Table 9: PTI Design Parameters Parameter Edge Moisture Variation Distance, em (feet) Differential Soil Movement, ym (inches) Condition Center Lift Edge Lift Center Lift Edge Lift 41/2 -inch PVR 6.7 3.7 1.8 2.1 Once grading plans have been completed the site may be able to be divided into zones with lesser PVR than 41/2 inches. The PTI method incorporates multiple design assumptions associated with derivation of the variables needed to estimate the foundation design criteria. The PTI method of estimating differential soil movement is applicable when subgrade moisture conditions are controlled only by the climate on well -graded building pads (i.e. proper site drainage, properly lined landscaped areas, no utility water leaks or other free water sources). As soil moisture increases, the soils may swell. The PTI design method is intended to provide stiffened foundation systems that can perform well under typical natural changes in soil moisture. The differential foundation movements resulting from seasonal soil moisture variations are typically much lower than movements that occur due to free water sources near or beneath the structure, which are not directly addressed by the PTI design method. 10 DETENTION / RETENTION POND In general, the purpose of a detention pond is to temporarily store rainfall runoff and release the water at a controlled rate. Depending on the site, project, global stability considerations, environmental regulations and owners' expectations, the detention pond may need to have a low rate of infiltration into the ground. A detailed hydraulic conductivity (permeability) study was not included in our scope of services; therefore, the following recommendations should be considered as general guidelines for water retention, and not as an assurance that the retention pond will maintain a constant water surface elevation. Rone would be pleased to provide these as additional services if the Owner desires. If permanent water storage is desired (retention pond), a pond lining will be required. The lining may consist of clay soils, a synthetic liner, or a combination of these. If a clay liner option is selected, we recommend the material should have a liquid limit greater than 50 and a plasticity index greater than 30. Based on the boring results, such materials are available at the site. The I R NE EMG EERIHG subgrade preparation and clay liner construction should follow the recommendations in Section 8 Construction of Subgrade Fills. Liner construction must be conducted wet -of - optimum moisture contents in construction, with full lift kneading and full compaction with sufficient compaction energy. The compacted thickness of the liner should be at least 2 feet. Portions of the clay liner above the permanent water elevation will be subject to typical shrink/swell behavior. The clay liner should be irrigated to maintain sufficient moisture levels and prevent the liner from drying and experiencing the formation of shrinkage cracks. The ponds slope should be kept at 3H:1 V, or flatter, or as required by the City of Fort Worth. 11 LATERAL EARTH PRESSURES Retaining walls or below grade walls for swimming pools will be subjected to lateral pressures from soil backfill. Lateral earth pressures will be influenced by structural design, conditions of the wall restraint, methods of construction and/or compaction, the type of materials being retained, and drainage conditions. Walls that will be restrained from movement and rotation (rigid wall) should be designed using at -rest earth -pressures. The equivalent fluid pressures (triangular distribution) provided below may be used for horizontal backfill in a drained condition. To design for a drained condition, the wall must include an adequate drainage system. The provided equivalent fluid pressures do not include a Factor of Safety and do not provide for dynamic pressures on the wall. Figure 4: Lateral Earth Pressure Diagram S = Surcharge For active pressure movement (0.002 H to 0,004 H) S For at -rest pressure - No Movement Assumed Horizontal Finished Grade H Horizontal Finished Grade P2 I4 pl_ l Retaining Wall J R NE_ ENG EERIHG F_8T tOTT Table 10: Lateral Earth Pressures Material Condition Equivalent Fluid Pressure, pcf Drained Undrained Free Draining Granular Soil At -Rest, k = 0.45 55 90 Active, k = 0.30 38 81 On -Site Clay Soil At-Rest,k=0.79 = 0.79 100 112 Active,k= = 0.67 84 104 Conditions applicable to the table above include: • A maximum in -situ total unit weight of 125 pcf • Properly compacted horizontal backfill • No surcharge loads (construction equipment, pavement, footings, floor slabs, etc.) The values provided in the table above are for a full "wedge" of material behind the wall, where the backfill extends horizontally 1 to 2 feet away from the bottom of the wall and then slopes upward and away from the wall at a slope of 1 H:1 V (horizontal to vertical), or flatter. The location and magnitude of permanent surcharge loads (if present) should be determined, and additional pressures generated by these loads should be considered during design. Surcharge loads can be factored using the appropriate earth -pressure coefficient values provided in the table above. 11.1 Wall Drainage Retaining walls, or below grade walls should be expected to collect water due to condensation, surface water infiltration, and other means. Drainage should be provided behind all below grade walls to reduce the development of hydrostatic pressure and limit saturation of the backfill and foundation soils. Collector pipes should be placed at or slightly below the bottom level of the wall to prevent the collection of water in the drainage material beneath the collector pipes. Pipes should connect to a sump or gravity drainage system to prevent the accumulation of water behind the walls. Gravity lines should include a backflow preventer to block water from being transmitted into the drainage layer in the event of flooding near the gravity outfall. The drainage material should consist of free -draining, clean, granular fill. This material should be compatible with ASTM C33, sizes 4 through 9. The drainage layer should extend at least 12 inches from the back face of the wall. A geosynthetic wrap should enclose the granular backfill to reduce the infiltration of fines. The top 2 feet of backfill should consist of clay materials with a plasticity index of 25 or more, compacted as recommended in the charts based on the zoning I O_J F_8T tOTT location, and extending at least 5 feet beyond the wall excavation to reduce surface water infiltration into the underlying fill. 11.2 Wall Backfill Free -draining backfill soils should be placed in maximum lifts of 1 foot and lightly consolidated by use of a small hand -operated compactors or other appropriate methods to adequately compact the backfill. Heavy compactors and grading equipment should not be allowed to operate within 15 feet of the crest of the wall to avoid developing excessive additional temporary or long-term lateral soil pressures. If onsite clayey soils are used, these materials should be placed in maximum 6 -inch lifts and compacted as recommended in the charts based on the zoning location. 12 PAVEMENTS This report includes recommendations for rigid pavements. While some minor differential movement should be anticipated, if the provisions of this report are strictly adhered to in construction, the pavement subgrades can be expected to be relatively stable. To the extent the provisions of this report are not adhered to in construction, increased risk of ground movement should be expected. Design of the proposed pavement sections should factor the performance of the subgrade construction provided for in this report. 12.1 Rigid Pavements This report includes recommendations for rigid pavements. Maintenance requirements over the life of the pavement are typically much lower for rigid pavements. Rigid pavements tend to be more durable and require less maintenance after construction, and rehabilitation/reconstruction of the pavement section is not typically considered a part of the pavement life cycle. When designing proposed pavement sections, subgrade conditions must be considered, along with expected traffic use/frequency, pavement type and intended design life. For this project, applicable traffic loading conditions and pavement design parameters were based on the City of Fort Worth Pavement Design Manual for an Industrial roadway classifications. A more precise design can be made if specific traffic loading information is provided. The following information was used in our analysis: R NE EN G EERIHG F_8T tOTT Table 11: Pavement Design Input Parameters Item Value Roadway Designation Residential Annual Equivalent Single Axle Loads (ESALs) 35,000 Annual traffic growth (%) 0.5 Reliability, R (%) 85 Initial serviceability, Po 4.5 Terminal serviceability, pt 2.00 Design life (years) 25 Concrete modulus of rupture, S'c (psi) 620 Concrete modulus of elasticity, Ec (psi) 4,000,000 Standard deviation, So 0.39 Load transfer coefficient, J 3.0 Drainage coefficient, Cd 1.0 Treated modulus of subgrade reaction, k (pci) 220 The pavement thickness determinations were performed in general accordance with the "AASHTO Guide for the Design of Pavement Structures 1993 edition" using the WinPAS 12 software from the American Concrete Pavement Association (ACPA). The minimum pavement sections are presented in the table below. Table 12: Rigid Pavement Sections Material I Thickness (inches) Jointed Reinforced Concrete 6 Lime Treated Subgrade 1 6 The concrete pavement should have between 4 and 6 percent entrained air. We recommend a minimum concrete compressive strength of 3,600 psi. Hand -placed concrete should have a maximum slump of 6 inches. A sand leveling course should not be permitted beneath pavements. All steel reinforcement, dowel spacing/diameter, and pavement joints should conform to City of Fort Worth standards. 12.2 Pavement Base Course We recommend 6 inches of treated subgrade beneath concrete pavements. At this time, we estimate approximately 6 to 8 percent hydrated lime by weight (27 to 36 pounds per square yard for a 6 inch thickness) will be required to adequately treat the pavement subgrade, though the actual lime requirement should be determined based on the in -place soil properties and soluble sulfate levels after the pavement subgrade has reached final grade. Lime treatment should be I R NE EMG EERIHG performed in accordance with Rone Specification 400, included in Appendix B. Lime treated subgrade should have a PI between 7 and 20 The treated subgrade should extend a minimum of 2 feet outside the curb line. This will improve the edge support of the pavement and reduce the effects associated with shrinkage during dry periods. Sand or other granular fill should not be used as a leveling course beneath the pavement, as these more porous materials increase water migration beneath the pavement, causing heave and strength loss of the subgrade. 12.3 Pavement Construction and Maintenance Recommendations It is important that the recommended moisture content and compaction be maintained until the concrete is placed. Maintenance after construction should include regular observation to identify and seal cracks. A flexible joint material should be used to seal cracks as they degrade, which can occur during the design life of pavements. 13 SITE COMPLETION AND MAINTENANCE 13.1 Site Grading and Drainage The geotechnical design for this project includes a limited assessment of hydrogeologic conditions and intends to provide for efforts to maintain stable, moist subgrade conditions after construction. Site grading and drainage should support this intention where possible. Drainage should be efficient in paved areas and less efficient in lawn and landscape areas. Roof runoff should be collected by gutters and downspouts, and discharge onto paved areas draining away from the buildings. 13.2 Landscaping and Irrigation Subgrade moisture levels should be maintained around the building perimeter before and during construction. Irrigated landscaping and lawn areas are recommended with even distribution around the structures. Irrigated areas will serve as supplemental moisture sources surrounding the foundations and pavement areas. Accordingly, regular and uniform irrigation will be required in these areas, particularly during dry and hot weather periods. We do not recommend the use of landscaping against or around the exterior of the foundations, as landscaped areas can adversely affect subgrade moisture. Landscaped areas can create both iii R NE saturated and desiccated conditions that cause localized differential movements and the formation of cracks. If used, landscaping should be kept as far away from the foundation as possible and positive drainage must be maintained. Landscaping elements (such as edging) must not prohibit or slow the drainage of water. When feasible, irrigation lines and heads should not be placed in close proximity to the foundation to prevent the collection of water near the foundation or flatwork, particularly in the event of leaking lines or sprinkler heads. Trees and large vegetation should not be placed near structures or movement -sensitive flatwork. The root systems of these plants can remove relatively large quantities of moisture from the subgrade soils, causing localized soil settlement. The desiccation zone varies by tree size and species, but trees should generally be set back at least 11/2 times the mature tree height, and in no cases should the drip -line of the mature tree extend over or within 15 feet of roof lines. 14 STUDY CLOSURE The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of the field exploration and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site with little variance beyond that found by the borings. If different subsurface conditions from those encountered in our borings are observed or appear to be present in excavations, Rone must be advised promptly so that these conditions can be evaluated and our recommendations can be reassessed as may be necessary. If there is a substantial lapse of time between submission of this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, Rone should be promptly informed and retained if necessary if the changed conditions warrant review and reassessment. It is important that Rone be retained to assist in design reviews or review those portions of the plans and specifications that pertain to earthwork and foundation systems for this particular project to ensure the plans and specifications are consistent with the controls and recommendations provided in this report. It is also advised that Rone provide oversight and monitoring services during construction to ensure that the controls required for design requirements during earthworks construction are provided correctly and implemented effectively. This report has been prepared for the exclusive use of the client and their designated agents for specific application to design and construction of this project. We have exercised a degree of care and skill exceeding that ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. The engineering services and solutions provided herein are considered advanced, and while design and construction controls are improved, no warranty, expressed or implied, can be made or intended. R NE EN G EERIHG F_8T tOSJ 15 COPYRIGHT 2022 RONE ENGINEERING SERVICES, LTD. This report provides advanced engineering services, and is in its entirety the sole property of the Client, Rone Engineering Services, Ltd., and its affiliates. Use of this report is subject to all applicable copyrights. This report may be used in practice or referenced by any project party as necessary, solely for the party's role on the project for which this report is prepared. Beyond that use, no part of this report may be copied, downloaded, transmitted, or otherwise reproduced or stored, in any form or means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this report must include all copyright notices, registered trademark (®) designations, and non -registered trademark (TM) designations. CHARTS i O. 0 C Gl dA O - • a) U m r; c = O 00 0 O 5 .o c L c0 a) .� ON ..-. 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W O O W 9 Z NI nj vii rn m N er V rn v o rn <# L'7 L=7 U7 m n w �6 ry va n r. b 00 00 h a1 O1 m rn O O A O q o O o c o O O 0 0 o ci o ci o N C I I I I l I j— I I I I I I I 1 I I in LL W © N ® p NI . -I O O O1 Ot 00 00 N c -I •-I e -I ri (a) O1Wd P!QA f (pd) A3!sua© M R NE E N G E E R I N G RECTM Compaction Design Report Project Number: 21-25640 Fill: Foundation Report Number: 25640-01 Project Name: Cattleman's Crossing Remarks: Subgrade Reconstruction Report Date: 1/27/2022 Project Owner: Ashton Woods - Dallas Division Produced By: Gary Hougardy Control Specifications and References Min % of Max Dry Density 95% Resilient Modulus Method AASHTO Compacted Fill Property Requirements Air Voids Percentage 6.9% Factor of Safety 1.5 Design Compaction Conditions Loose Lift Thickness (in) 9 Compactor CAT 563 Dynamic High USCS Classification CL Ranges Specific Gravity 2.67 2.65 - 2.70 Liquid Limit (%) 34 32 - 36 Plasticity Index (%) 16 14 - 18 Plastic Limit (%) 18 % Fines (Passing #200) 52 48 - 54 % Gravel (Retained #4) 4 3 - 19 % Sand (Passing #4) 43 27 - 49 Lift Properties at 95% Compaction on Construction Curve t Dry Side' Wet Side' Tolerance w (%) 10.1 14.7 ±1% MC y (Ibs/ft3) 114.2 114.2 ±1.8% S (%) 59.0 85.6 f3% e 0.46 0.46 f3% Na (%) 12.9 4.5 ±3% w Potential (%) +7.0 +2.5 ±3% UCS (Ibs/ft2) ASTM D 2166 5,687 4,708 ±20% c (Ibs/ft2) ASTM D 2850 1,687 1,516 ±10% O (0) ASTM D 2850 29 24 ±10% Free Swell (%) ASTM D 4546 2.4 1.2 ±25% CBR* (%) Soaked 1.1 3.7 ±10% CBR* (%) Unsoaked 35.9 8.3 ±10% Res Mod (lbs/in2) Soaked 1,632 5,490 ±10% Res Mod (lbs/in2) Unsoaked 25,282 9,882 ±10% Lift Canstructiion Curve 1202 lbs;' ftu 120 1, I p a t I �J I F 5 .'C CRftl CIYOFl j`M .------------ ------1------------ 114.211 _q`,..T � 6 I I1� n I A I f, I t0E i I f I t3 14J 10 1E f oistin e Content: ti.! (% Graphics powered by Mathematica Construction Control Specifications Minimum % of Maximum Dry Density Construction Curve 95% Wet -of -Optimum Moisture Ranae for 95% 11.8% - 14.7% (±1% MC) Minimum # of Roller Passes 7 (Equiv. 4 roundtrip passes, full lift coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M -D probe depths should be centered on the center of the compacted lift. t c and 0: Unsaturated triaxial test, total stress soil parameter. UCS - Unconfined Compressive Strength. Measured values include e y, UCS, c, 0, Free Swell, and CBR (soaked and unsoaked). Calculated values include S, e, Na, w Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. I Properties represent average values. Soil Sample Date: 9/28/2021 Loc: On -site, Zone 1 Desc: Upper -bound, predominant soil range Authorization By: Print Name: Date: Firm Reg.#: Use of this Compaction Design Report ("CDR") is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill") and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well -compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (®) and non -registered trademark designations ('"^). Version: 2.31.1 - 7.2 PLATE A.116a R NE E N G E E R I J G RECTM Compaction Design Report Project Number: 21-25640 Fill: Foundation Report Number: 25640-02 Project Name: Cattleman's Crossing Remarks: Subgrade Reconstruction Report Date: 1/27/2022 Project Owner: Ashton Woods - Dallas Division Produced By: Gary Hougardy Control Specifications and References Lift Properties at 95% Compaction on Construction Curve t Min % of Max Dry Density 95% Dry Side' Wet Side' Tolerance Resilient Modulus Method AASHTO W (%) 17.1 21.1 ±1% MC Compacted Fill Property Requirements y (Ibs/ft3) 99.8 99.8 ±1.9% Air Voids Percentage 6.9% S (%) 67.6 83.5 ±3% Factor of Safety 1.0 e 0.68 0.68 f3% Na (%) 13.1 6.7 ±3% Design Compaction Conditions w Potential (%) +8.2 +4.2 ±3% Loose Lift Thickness (in) 9 UCS (Ibs/ftz) ASTM D 2166 4,535 4,559 ±20% Compactor CAT 563 Static c (Ibs/ftz) ASTM D 2850 1,488 1,692 ±10% USCS Classification CH Ranges O (O) ASTM D 2850 23 17 ±10% Specific Gravity 2.68 2.65 - 2.70 Free Swell (%) ASTM D 4546 4.5 1.6 ±25% Liquid Limit (%) 60 58 - 62 CBR* (%) Soaked 0.7 2.7 ±10% Plasticity Index (%) 38 36 - 40 CBR* (%) Unsoaked 19.5 4.7 ±10% Plastic Limit (%) 22 Res Mod (Ibs/inz) Soaked 1,054 4,016 ±10% % Fines (Passing #200) 94 92 - 96 Res Mod (Ibs/inz) Unsoaked 17,100 6,842 ±10% % Gravel (Retained #4) 0 0 - 0 % Sand (Passing #4) 6 4 - 8 11f 113 corngac[1an -- tfbsjf 01 ------ Zkv Lift Construction Curve :1S3 105-1bs ft « I , I s ` 418.39 121. -'1 % 20 )sIoi:ttne Content_ u. Construction Control Specifications Minimum % of Maximum Dry Density Construction Curve 95% Wet -of -Optimum Moisture Ranae for 95% 18.3% - 21.1% (±1% MC) Minimum # of Roller Passes 8 (Equiv. 4 roundtrip passes, full lift coverage required) Compaction curves should be obtained regularly with changes in material index properties and upon change in color or texture for effective construction control. M -D probe depths should be centered on the center of the compacted lift. t c and o - Unsaturated triaxial test, total stress soil parameter. UCS - Unconfined Compressive Strength. Measured values include s y, UCS, c, 0, Free Swell, and CBR (soaked and unsoaked). Calculated values include S, e, Na, w Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. I Properties represent average values. Soil Sample Date: 10/21/2021 Loc: On -site, Zone 1 Desc: Lower -bound, predominant soil range -- Authorization By: Print Name: Graphics powered byMathematica Date: Firm Reg.#: Use of this Compaction Design Report ("CDR") is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill") and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well -compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (®) and non -registered trademark designations ('"^). Version: 2.31.1 - 7.2 PLATE A.116b R NE E N G E E R I J G RECTM Compaction Design Report Project Number: 21-25640 Fill: Foundation Report Number: 25640-03 Project Name: Cattleman's Crossing Remarks: Subgrade Reconstruction Report Date: 1/27/2022 Project Owner: Ashton Woods - Dallas Division Produced By: Gary Hougardy Control Specifications and References Lift Properties at 95% Compaction on Construction Curve t Min % of Max Dry Density 95% Dry Side' Wet Side' Tolerance Resilient Modulus Method AASHTO W (%) 10.4 14.6 ±1% MC Compacted Fill Property Requirements y (Ibs/ft3) 114.2 114.2 ±2.0% Air Voids Percentage 7.2% S (%) 60.9 85.9 ±3% Factor of Safety 1.6 e 0.45 0.45 f3% Na (%) 12.2 4.4 ±3% Design Compaction Conditions w Potential (%) +6.7 +2.4 ±3% Loose Lift Thickness (in) 9 UCS (Ibs/ftz) ASTM D 2166 4,952 4,099 ±20% Compactor CAT 563 Dynamic High c (Ibs/ftz) ASTM D 2850 1,476 1,321 ±10% USCS Classification SC Ranges O (O) ASTM D 2850 28 24 ±10% Specific Gravity 2.66 2.66 - 2.70 Free Swell (%) ASTM D 4546 2.2 0.9 ±25% Liquid Limit (%) 33 31 - 35 CBR* (%) Soaked 1.0 4.2 ±10% Plasticity Index (%) 19 17 - 21 CBR* (%) Unsoaked 41.3 7.4 ±10% Plastic Limit (%) 14 Res Mod (Ibs/inz) Soaked 1,436 6,421 ±10% % Fines (Passing #200) 30 26 - 32 Res Mod (Ibs/inz) Unsoaked 27,664 9,188 ±10% % Gravel (Retained #4) 4 4 - 38 % Sand (Passing #4) 66 30 - 70 Construction Control Specifications Cocs`. CO- Minimum % of Maximum Dry Density ZAV Construction Curve 95% Wet -of -Optimum Moisture Range for 95% ` •, 11.9% - 14.6% (±1% MC) Lift l,anstruction Curve Minimum # of Roller Passes 1L9 7 (Equiv. 4 mundtrip passes, full lift coverage required) 2.bs/fE' 12a Compaction curves should be obtained ,* regularly with changes in material index • properties and upon change in color or texture for effective construction control. 11F% Cotifl�` _ �*� M -D robe de the should be centered on P P1142 (031 Ibs/f the center of the compacted lift. t c and m - Unsaturated triaxial test, total stress soil parameter. UCS - Unconfined Compressive Strength. 10 .Measured ,(soaked values include s y, UCS, c, O Free Swell, and CBR and unsoaked). Calculated values include S, e, Na, w • `. Potential, and Resilient Modulus (soaked and unsoaked). ; * Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. I I Properties represent average values. Soil Sample Date: 10/21/2021 I I • Loc: On -site, Zone 2 U.3 Desc: Upper -bound, full soil range Authorization By: --yioistrne Ctntent- w i§Yr1 Print Name: Graphics powered by Mathematica Date: Firm Reg.#: Use of this Compaction Design Report ("CDR") is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill") and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well -compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (®) and non -registered trademark designations (TI). Version: 2.31.1 - 7.2 PLATE A.116c R)VERING EfiG RECTM Compaction Design Report Project Number: 21-25640 Fill: Foundation Report Number: 25640-04 Project Name: Cattleman's Crossing Remarks: Subgrade Reconstruction Report Date: 1/27/2022 Project Owner: Ashton Woods - Dallas Division Produced By: Gary Hougardy Control Specifications and References Lift Properties at 95% Compaction on Construction Curve t Min % of Max Dry Density 95% Dry Side' Wet Side' Tolerance Resilient Modulus Method AASHTO W (%) 19.9 23.9 ±1% MC Compacted Fill Property Requirements y (Ibs/ft3) 94.9 94.9 ±1.9% Air Voids Percentage 7.2% S (%) 69.6 83.8 ±3% Factor of Safety 1.0 e 0.77 0.77 ±3% Na (%) 13.2 7.1 ±3% Design Compaction Conditions w Potential (%) +8.7 +4.6 ±3% Loose Lift Thickness (in) 9 UCS (Ibs/ftz) ASTM D 2166 3,795 3,751 ±20% Compactor CAT 563 Static c (Ibs/ftz) ASTM D 2850 1,278 1,445 ±10% USCS Classification CH Ranges O (°) ASTM D 2850 22 15 ±10% Specific Gravity 2.69 2.66 - 2.70 Free Swell (%) ASTM D 4546 5.3 1.9 ±25% Liquid Limit (%) 74 72 - 76 CBR* (%) Soaked 0.5 2.4 ±10% Plasticity Index (%) 52 50 - 54 CBR* (%) Unsoaked 14.0 3.4 ±10% Plastic Limit (%) 22 Res Mod (Ibs/in2) Soaked 800 3,654 ±10% % Fines (Passing #200) 96 94 - 98 Res Mod (Ibs/in2) Unsoaked 13,839 5,071 ±10% % Gravel (Retained #4) 0 0 - 0 % Sand (Passing #4) 4 2 - 6 '•� Construction Control Specifications `• Cs"'`. cO'' Minimum % of Maximum Dry Density Construction Curve 95% Wet -of -Optimum Moisture Range for 95% 1�F. •`. 21.0% - 23.9% (fl% MC) Minimum # of Roller Passes Lift CDn tructiDn Curve 8 (Equiv. 4 roundtrip passes, fui/ lift coverage required) 99 9 1bs/ •••� Compaction curves should be obtained regularly with changes in material index W•' properties and upon change in color or �•• texture for effective construction control. 95compaction ••`• M -D probe depths should be centered on F £ •. 94.9 lbs.rff 4,• the center of the compacted lift. I t c and m - Unsaturated triaxial test, total stress soil parameter. ~ ` UCS - Unconfined Compressive Strength. Measured values include s y, UCS, c, 0, Free Swell, and CBR (soaked and unsoaked). Calculated values include S, e, Na, w Potential, and Resilient Modulus (soaked and unsoaked). Wet side permeability in field not factored in Free Swell test condition. * CBR based on field compacted state. I Properties represent average values. Soil Sample Date: 10/21/2021 Loc: On -site, Zone 2 Desc: Lower -bound, predominant soil range $a .21. 23-9 1t `° Authorization By: -NIGisttire Cantelltc i "zI Print Name: Graphics powered by Mathematica Date: Firm Reg.#: Use of this Compaction Design Report ("CDR") is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill") and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well -compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (®) and non -registered trademark designations (TI). Version: 2.31.1 - 7.2 PLATE A.116d R NE 550 Z RECTM Compaction Design Report Project Number: 21-25640 Fill: Foundation Report Number: 25640-05 Project Name: Cattleman's Crossing Remarks: Subgrade Reconstruction Report Date: 1/27/2022 Project Owner: Ashton Woods - Dallas Division Produced By: Gary Hougardy Control Specifications and References Lift Properties at 96% Compaction on Construction Curve t Min % of Max Dry Density 96% Dry Side' Wet Side' Tolerance Lab Reference Standard ASTM D 698 (SP) w (%) 21.4 25.1 ±1% MC Resilient Modulus Method AASHTO y (Ibs/ft3) 93.3 93.3 ±1.9% Compacted Fill Property Requirements S (%) 72.1 84.4 ±3% Air Voids Percentage 7.2% e 0.80 0.80 ±3% Factor of Safety 1.0 Na (%) 12.4 6.9 ±3% w Potential (%) +8.3 +4.6 ±3% Design Compaction Conditions UCS (Ibs/ftz) ASTM D 2166 3,453 3,348 ±20% Loose Lift Thickness (in) 9 c (Ibs/ftz) ASTM D 2850 1,177 1,313 ±10% Compactor CAT 563 Static O (°) ASTM D 2850 21 14 ±10% USCS Classification CH Ranges Free Swell (%) ASTM D 4546 5.7 2.1 ±25% Specific Gravity 2.69 2.66 - 2.70 CBR* (%) Soaked 0.5 2.4 ±10% Liquid Limit (%) 82 80 - 84 CBR* (%) Unsoaked 12.1 2.9 ±10% Plasticity Index (%) 56 54 - 58 Res Mod (lbs/in2) Soaked 713 3,531 ±10% Plastic Limit (%) 26 Res Mod (lbs/in2) Unsoaked 12,626 4,417 ±10% % Fines (Passing #200) 99 97 - 99 % Gravel (Retained #4) 0 0 - 0 % Sand (Passing #4) 1 1 - 3 Construction Control Specifications CEMSRR c OP Minimum % of Maximum Dry Density — — — AST.f D s_ " „f _ V Construction Curve 96% Lab ci at compaction ASTM D 698 (SP) 102% Dry Side: 24-9 e,.e Wet -of -Optimum Moisture Range for 96% Wet Side: 294 et 22.6 - 25.1% (±1% MC) Ir1D Lift Construction Curve'. Minimum # of Roller Passes 22-6[� *~'+ 8 (Equiv 4 roundtrip passes, full lift coverage required) Y 9'7.2lbsr'ft' Compaction curves should be obtained sF i •., regularly with changes in material index ASTM 1.1 69..8 (SP)`* properties and upon change in color or 96 C4m 3Ct14n ' - - --- w : 26-6 ''. texture for effective construction control. 93 3 11 sift : 41.5 ibs?fe I I • M -D probe depths should be centered on ` the center of the compacted lift. ' t c and 0 - Unsaturated triaxial test, total stress soil parameter. UCS - Unconfined Compressive Strength. Measured values include w, y, UCS, c,'i Free Swell, and CBR ' F (soaked and unsoaked). Calculated values include 5, e, Na, w Potential, and Resilient Modulus (soaked and unsoaked). i f I . Wet side permeability in field not factored in Free Swell test condition. r * CBR based on field compacted state. I I Properties represent average values. of i Soil Sample Date: 10/21/2021 Loc: On site, Zone 2 Desc: Lower -bound, full soil range -F ;226 ;2515c ^.F Authorization By: `wlois,tltre Content_ aw r' Print Name: ** ASTM D 698 (SP) equivalent, corrected to control relative moisture standard in construction. Graphics powered by Mathematica Date:______________ Firm Reg. #: Use of this Compaction Design Report ("CDR") is subject to all copyrights and shall comply with the terms and conditions of all software licenses applicable to the generation of this report. This CDR may be used in practice solely for design analysis purposes for the above fill lift ("Fill") and Project, and the use of this CDR for any other use or fill lift other than that Fill or for any purpose is not permitted. This report applies only to lifts compacted over stiff and well -compacted lifts and subgrades. No part of this CDR may be copied, downloaded, stored in a retrieval system, further transmitted, or otherwise reproduced, stored, disseminated, transferred, or used, in any form or by any means, except as permitted in writing by Rone Engineering Services, Ltd. Each reproduction of any part of this CDR must contain all copyright notices and registered trademark designations (®) and non -registered trademark designations (""). Version: 2.31.1 - 7.2 PLATE A.116e APPENDIX A SCALE: NTS oad�-___ rth — — Avondale Ha5lei Road �as nvundutr Avondale —FM 718 Cv. - 5 for - 7 1 _ a dnlo Trail a `7 r US 2s7 BUS � Avondale N -- \\ Apartments 1 us 81 'o Us 287 1 / , B US 287 BUS pt Tincieylane - = Prairie Ridge Trail Park Ridge Trail Comanche Moon Drive X _ c Purple Sage Trail x �aey fh� Idstone !?'P' N Constroction �\ nuSz v US 81 US 287 Purple Sage Coun Blue Mound Road Wen � Blue M � PLATE A.1 PROJECT NO: 21-25640 VICINITY MAP FILE NAME: 2125640.DWG N E DRAWN BY: CM DATE: 1-19-2022 9GE CATTLEMAN'S CROSSING REVISED BY: I DATE: N E R I N G BETWEEN N. SAGINAW BLVD. AND US HWY 287 FORT WORTH, TEXAS REVISED BY: DATE: EST; 1 9 7 2 APPROVED BY: CT DATE: 1-19-2022 'Aa .1• _ ] air ,8 •- 8 �i _ '111♦ N N N N O O N N (N c0 N N '/ / 845- J// so -s / ,2; '/ // / // JUf/ / IX // 11 / y O � - - // / // /// /'==m1 Cf / / / // 845 / I(O:U 11�22 89 // /J'm �' / / / / // <a es, �fl ir z(iil/i) JIuuIA �wZ��� �:Ili<� 09— CU - 1 I � of _ a mm rn BG3 �� � rCD M CO� a7" .y nLn nL[ ti II N [mr.� fip]-- - H I33N15 I I I /Fll •I9 !III AI�j4 dl Ill]!. o IIi��II "n ill. Yl ry rn n SI �l�l -� -- - ---Ml9 MVN19YS z w >- m m W Hmoo w < z LU L 0 dLLI<> > d X w w a N z (l)<X �z �o- w (i) In d Z Jz �C7� Z a cn O w U z W m ___ 1i! v , W �r'IC ..� up 1 • �1\ � �� � �,\�_�� � � � .� � u � NBC N�a7 �, I�_._ p ♦ �" '� ,� '�� Via', NFi� ■1 • R 'III' lil JL�'L pi ili .��.■ u- . . u 'mss __ ___ __ _ III , _ L,I�11�r�3isrn2i �' ... a�� � •. a �®ae�� 0®�..�� . � .. _ � �looe . �� .�... Log B-1 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EERING Latitude Water Level Observations (feet) Date While Drilling I Not Observed 32.96285° N 9-28-21 EST: 1972 Longitude 97.42034° W At Completion Not Observed y a O F a. U) L E.y o =_ we mi a. W o C',' Z o M� a. c rn a1 y E a J LL -PL -PI c m C 0 2 e 3 co ° s O) Z a N u a1 N co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 813.0 feet FAT CLAY (CH) - brown 4.5+ 21 4.5+ 93 74-24-50 20 2.3 107 4.5+ 20 5 4.50 19 105 9,690 4.50 21 10 800.0 WEATHERED LIMESTONE - tan, clay seams 50/5" 10 15 797.0 LIMESTONE - gray 793.0 50/'/d' 50/'/d' 12 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 822.0 Feet Approximate Grading = 9.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.4 Log B-2 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96229° N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.42032° W At Completion Not Observed y d..6 awe O a. F G a. m L E o =_ m te a. W o N Z o y> M� a. co D) a1 y E a J LL -PL -PI c C g w 0 2 e a1 3 co ° s =a. Z a N u a1 N v E co U End of Day Not Measured Q O E N ~ Q cn G w Stratum Description Approximate Surface Elevation = 818.0 feet 5 10—- 15— 810.0 806.0 798.0 CLAYEY GRAVEL (GC) - brown 4.5+ 41 36-21-15 8 4.5+ 5 4.5+ 8 4.5+ 9 WEATHERED LIMESTONE - tan, clay seams 50/6" 6 LIMESTONE - gray 50/%" 50/'/d' 9 1/2" 50/' 501% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 826.0 Feet Approximate Grading = 8.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.5 Log B-3 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING ________EST: 1 9 7 2 Boring Location Latitude 32.961710 N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.42035° W At Completion Not Observed y d..6 awe O a. F G a. U) L E.y o =_ m te a. W o N Z o y> M� a. c D) a1 y E a J LL -PL -PI c C g w 0 2 e a1 3 co ° s =a. Z a N u a1 N v E co U End of Day Not Measured Q O E N ~ Q cn G w Stratum Description Approximate Surface Elevation = 820.0 feet 5 - 10- 15 812.0 800.0 CLAYEY GRAVEL (GC) - brown 4.5+ 6 4.5+ 11 4.5+ 35 37-22-15 6 0.0 105 7-21-28 N=49 9 WEATHERED LIMESTONE - tan, clay seams X 15-37-50/5" 12 50/1" 50/'/4' 5 50/1" 50/'/Z' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 826.0 Feet Approximate Grading = 6.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.6 Log B-4 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.961180 N Water Level Observations (feet) Date 9-27-21 While Drilling I Not Observed Longitude 97.42033° W At Completion Not Observed y d..6 a O a. F a. U) L E .y o =_ amid a. W o N Z o M� a. rn ________EST: D) a1 y E a J LL -PL -PI c C 0 2 e 3 rn ° s Z o N u a1 N co L) End of Day Not Measured Q O E N ~ Q G W Stratum Description Approximate Surface Elevation = 820.0 feet 5 10 15 813.0 807.0 800.0 FAT CLAY (CH) - brown, calcareous nodules 4.50 20 4.50 20 4.50 7 18-34-39 N=73 21 45-21-24 4 WEATHERED LIMESTONE - tan, clay seams 50/2" 50!'/2' 7 LIMESTONE - gray 50/1'/d' 501%" 3 '/2" 50/' 501% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 827.0 Feet Approximate Grading = 7.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.7 Log B-5 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96057° N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.42034° W At Completion Not Observed y d..6 a O a. F G a. U) L E.y o =_ m te amid a. W o N Z o y> M� a. c D) a1 y E a J LL -PL -PI c C g w 0 2 e a1 3 co ° s =a. Z a N u a1 N v E co U End of Day Not Measured Q O E N ~ Q cn G w Stratum Description Approximate Surface Elevation = 825.0 feet : 5 10— 15 821.0 805.0 CLAYEY GRAVEL (GC) - brown 4.5+ 4.5+ ________ WEATHERED LIMESTONE - tan, clay seams __ _ 20-50/4" 501%" 31-50/3Y4' '810.0 1/2" 50/' 501% LIMESTONE - gray 0 50/1/4' 501%" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 831.0 Feet Approximate Grading = 6.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.8 Log B-6 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96002° N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.42034° W At Completion Not Observed y .a O a. F a. m L E.y o =_ aa) 4)i a. W o N Z o M� a. co D) a1 y E a J LL -PL -PI c C 0 2 e 3 co ° s Z a N u a1 N CO U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 831.0 feet 5 10- 15 829.0 818.0 811.0 FAT CLAY (CH) - brown, calcareous nodules 4.5+ 96 66-27-39 16 WEATHERED LIMESTONE - tan, clay seams 27-22-19 N=41 5 11-22-24 N=46 5 36-28-50/4" 10 50/6" 6 LIMESTONE - gray 50/'/2" 50/'%" 11 " % 50/ 501%" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 833.0 Feet Approximate Grading = 2.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.9 Log B-7 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.95945° N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.42032° W At Completion Not Observed y O F a. U) L E .y o = _ weM� a. W o N Z o a. rn rn a1 a a J LL -PL -PI c m C N 0 2 e 3 rn °. s 0) Z o N u a1 N a. co L) End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 836.0 feet 5 10 15 830.0 825.0 816.0 FAT CLAY (CH) - brown, with sand, calcareous nodules 4.5+ 15 4.5+ 82 51-21-30 12 -1.0 102 9-7-6 N=13 16 WEATHERED LIMESTONE - tan, clay seams 50/3" 8 50/'/d 50/'/d' LIMESTONE - gray 50/%" 50/%" 7 50/'/4 501%' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 838.0 Feet Approximate Grading = 2.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.10 Drilling Method: Continuous Flight Augers Log B-8 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.958890 N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.42032° W At Completion Not Observed y O F a. m L E .y o =_ we a. W o N Z o M� a c _______EST: rn a1 a E a J LL -PL -PI c m C N 0 2 e 3 co °. s O) Z a N u a1 N a. co U End of Day Not Measured Q E N Q U) w Stratum Description Approximate Surface Elevation = 841.0 feet 5 10 15 831.0 829.0 821.0 LEAN CLAY (CL) - brown, calcareous nodules 4.5+ 14 17-14-13 N=27 6 10-12-27 N=39 9 4.5+ 21 4.5+ 91 47-20-27 13 WEATHERED LIMESTONE - tan, clay seams LIMESTONE - gray 50/%" 50/'/d' 6 50/%" 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 844.0 Feet Approximate Grading = 3.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A..1 I 1 Log B-9 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.958290 N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.42035° W At Completion Not Observed y O F a. U) L E .y o = _ weM� a. W o N Z o a. rn rn a1 a a J LL -PL -PI c m C N 0 2 e 3 rn °. s 0) Z o N u a1 N a. co L) End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 847.0 feet 5- 10 15 843.0 837.0 830.0 827.0 FAT CLAY (CH) - brown, calcareous nodules 4.5+ 18 4.5+ 24 LEAN CLAY (CL) - light brown, with sand 4.5+ 14 4.5+ 84 41-19-22 15 1.8 101 WEATHERED LIMESTONE - tan 50/3%" 8 LIMESTONE - gray 50/'/x' 50/'/x' 6 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 846.0 Feet Approximate Grading = 1.0 Foot Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.12 Drilling Method: Continuous Flight Augers Log B-10 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.957730 N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.42036° W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) _______EST: rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 855.0 feet 5 10- 15 853.0 842.0 835.0 FAT CLAY (CH) - brown, calcareous nodules 4.5+ 14 WEATHERED LIMESTONE - tan, clay seams 13-17-22 N=39 8 8-10-11 N=21 15 43-50/3" 10 50/6" 11 LIMESTONE - gray 50/1'/4' 501%" 10 " % 50/ 501%" 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.13 Drilling Method: Continuous Flight Augers Log B-1 1 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.95943° N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.41965° W At Completion Not Observed y O F a. m L E .y o = _ we a. W o N Z o a c rn a1 a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u a1 N a. co U End of Day Not Measured Q E N Q U) w Stratum Description Approximate Surface Elevation = 840.0 feet 5 10— 15— 836.0 828.0 820.0 LEAN CLAY (CL) - light brown 4.5+ 5 4.5+ 89 41-18-23 9 WEATHERED LIMESTONE - tan, clay seams 14-16-14 N=30 13 3-50/6" 14 50/3" 6 LIMESTONE - gray 50/1" 50/'/2' 7 50/1/2" ' 50/% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 837.0 Feet Approximate Grading = 3.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.14 Drilling Method: Continuous Flight Augers Log B-12 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96002° N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.41969° W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 832.0 feet 5 10— 15 830.0 823.0 812.0 SANDY LEAN CLAY (CL) - light brown 4.5+ 12 WEATHERED LIMESTONE - tan, clay seams 16-37-50/3" 4 50/5" 53 29-14-15 5 15-45-50/31/2' 12 50/4" 5 LIMESTONE - gray 50/%" 10 50/1/2' 50/1h" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 833.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.15 Drilling Method: Continuous Flight Augers Log B-13 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96055° N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.41968° W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 826.0 feet 5 10- 15 824.0 815.0 806.0 FAT CLAY (CH) - brown 4.5+ 21 WEATHERED LIMESTONE - tan, clay seams 11-28-36 N=64 4 6-15-30 N=45 14 12-9-9 N=18 16 13-26-50/5" 86 36-14-22 14 LIMESTONE - gray 50/%" 50/'/Z' 7 50/%" 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 830.0 Feet Approximate Grading = 4.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.16 Drilling Method: Continuous Flight Augers Log B-14 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96115° N Water Level Observations (feet) Date 9-27-21 While Drilling I Not Observed Longitude 97.41969° W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C g 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 828.0 feet 5 10- 15 826.0 815.0 808.0 CLAYEY GRAVEL (GC) - brown 4.50 16 53-25-28 4 WEATHERED LIMESTONE - tan, clay seams 32-9-13 N=22 2 25-34-20 N=54 7 16-38-29 N=67 5 8-50/5" 11 LIMESTONE - gray 50/2'/2' 50/'/Z' 7 50/1" 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 827.0 Feet Approximate Grading = 1.0 Foot Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.17 Drilling Method: Continuous Flight Augers Log B-15 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96172° N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.41969° W At Completion Not Observed y O F a in L E.y o = we a. W o N Z o �� a. in rn fn a a J LL -PL -PI c m C N 0 2 e 3 in °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 830.0 feet 5 10- 15— 818.0 810.0 WEATHERED LIMESTONE - tan, clay seams 18-40-18 N=58 3 X 11-12-8 N=20 12 30-50/3" 9 42-50/5'/2' 10 8-16-35 N=51 98 54-20-34 21 LIMESTONE - gray 50/2'/2' 50/2" 7 " % 50/ 501%" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 825.0 Feet Approximate Grading = 5.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.18 Drilling Method: Continuous Flight Augers Log B-16 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.961720 N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.41902° W At Completion Not Observed y O F a U) L E.y o = we a. W o N Z o �� aci) ________EST: rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 831.0 feet 5 10- 15— 829.0 819.0 811.0 LEAN CLAY (CL) - light brown 4.50 12 WEATHERED LIMESTONE - tan, clay seams 10-11-13 N=24 8 11-14-15 N=29 76 6 12-11-15 N=26 11 16-17-20 N=37 8 LIMESTONE - gray 50/%" 50/'/d' 7 50/ '/2" 501% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 831.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.19 Drilling Method: Continuous Flight Augers Log B-17 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.961130 N Water Level Observations (feet) Date 9-27-21 While Drilling I Not Observed Longitude 97.41898° W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) ________EST: rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 830.0 feet 5 10 15 828.0 820.0 810.0 LEAN CLAY (CL) - light brown 4.5+ 10 WEATHERED LIMESTONE - tan, clay seams 18-50/4" 4 12-38-50/2" 6 50/1" 78 24-12-12 5 18-25-46 N=71 18 LIMESTONE - gray 50/1'/2' 3 50/1/2' 50/1/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 831.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.20 Drilling Method: Continuous Flight Augers Log B-18 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96058° N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.41900° W At Completion Not Observed y O F a U) L E o =_ we a. W o N Z o �� aci) rn fn a E a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 832.0 feet 5 10- 15— 830.0 820.0 812.0 FAT CLAY (CH) - dark brown 4.50 20 WEATHERED LIMESTONE - tan, clay seams 15-29-29 N=58 4 50/%" 4 10-18-21 N=39 8 7-15-20 N=35 95 50-17-33 15 LIMESTONE - gray 50/1" 50/'/4 , 7 50/'/2 50/%" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 833.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.21 Log B-19 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96001° N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.41900° W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C g 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 833.0 feet 5 10 15- 831.0 829.0 825.0 813.0 FAT CLAY (CH) - dark brown 4.5+ 15 CLAYEY GRAVEL (GC) - brown 4.5+ 30 68-19-49 5 WEATHERED LIMESTONE - tan, clay seams 50/4" 3 50/'/d 7 LIMESTONE - gray 50/'/4' 50/3/4" 4 50/1" 50/'/2' 7 '/2" 50/' 501% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 833.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.22 Drilling Method: Continuous Flight Augers Log I Project No. B-20 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EERING Latitude Water Level Observations (feet) Date While Drilling I Not Observed 32.959470 N 10-20-21 _______EST: 1 9 7 2 Longitude At Completion Not Observed 97.41901° W o DCm °. s N u End of Day Not Measured N y a.y L N zCfl fn C 0) Q E Q Stratum Description F E o = o a J g e 0 _ W Approximate Surface Elevation = 840.0 feet a O a m cte we a. W aci) LL -PL -PI 2 co a U LEAN CLAY (CL) - light brown 4.5+ 20 4.5+ 7 4.5+ 92 31-16-15 7 0.6 115 5 4.5+ 11 4.5+ 11 10 111 4.5+ 6 15 4.5+ 12 820.0 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 837.0 Feet Approximate Grading = 3.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.23 Drilling Method: Continuous Flight Augers Log B-21 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.958860 N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41833° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) _______EST: rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 844.0 feet 5 10- 15- 842.0 827.0 824.0 LEAN CLAY (CL) - light brown 4.50 14 WEATHERED LIMESTONE - tan, clay seams 18-31-22 N=53 11-13-14 N=27 13 12-13-18 N=31 12 36-21-27 N=48 19 30-25-26 N=51 22 LIMESTONE - gray % 50/3/4 501" 6 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 838.0 Feet Approximate Grading = 6.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.24 Drilling Method: Continuous Flight Augers Log B-22 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.95945° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41833° W At Completion Not Observed y O F a. m L E o = _ we a. W o N Z o a c rn a1 a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q U) w Stratum Description Approximate Surface Elevation = 838.0 feet 5 10 15— 830.0 826.0 818.0 LEAN CLAY (CL) - light brown 4.50 17 4.50 19 4.50 17 4.50 94 39-17-22 13 7.9 117 WEATHERED LIMESTONE - tan, clay seams 50/4" 7 LIMESTONE - gray 50/'/2' 50/'/Z' 5 50/%" 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 836.0 Feet Approximate Grading = 2.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.25 Drilling Method: Continuous Flight Augers Log B-23 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.959980 N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41832° W At Completion Not Observed y O F a m L E o =_ we a. W o N Z o �� aci) rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s O) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 834.0 feet 5 i 10 1 5 828.0 823.0 814.0 FAT CLAY (CH) - dark brown 4.50 19 4.50 89 65-21-44 17 4.4 93 4.50 18 WEATHERED LIMESTONE - tan, clay seams 15-20-22 N=42 10 x 50/Yd' 6 LIMESTONE - gray 50/'/d' 5 50/%" 50/%" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 835.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.26 Drilling Method: Continuous Flight Augers Log B-24 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96058° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41831° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 833.0 feet 5 10— 15 831.0 822.0 813.0 LEAN CLAY (CL) - brown 4.50 12 WEATHERED LIMESTONE - tan, clay seams 9-11-13 N=24 7 50/1/4 4 50/1A" 40 22-13-9 4 50/1/4' 5 LIMESTONE - gray 50/1" 50/'/2' 5 50/'/2' 50/'/4' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 834.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.27 Drilling Method: Continuous Flight Augers Log B-25 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.961150 N Water Level Observations (feet) Date 9-27-21 While Drilling I Not Observed Longitude 97.41833° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� a. co ________EST: rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 832.0 feet 5 10- 15 830.0 818.0 812.0 SANDY LEAN CLAY (CL) - brown, with gravel 4.50 57 43-21-22 8 WEATHERED LIMESTONE - tan, clay seams 32-25-17 N=42 2 50/1% 4 50/4" 12 20-18-44 N=62 10 50/3" 3 LIMESTONE -gray 50/1/2" ' 50/% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 833.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.28 Drilling Method: Continuous Flight Augers Log B-26 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.961720 N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.41838° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) ________EST: rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 829.0 feet 5 10— 15 827.0 816.0 809.0 LEAN CLAY (CL) - brown 4.50 14 WEATHERED LIMESTONE - tan, clay seams 22-50/3" 4 17-23-30 N=53 88 10 50/'/d' 8 15-24-30 N=54 9 LIMESTONE - gray 50/%" 50/'/d' 7 50/ '/2" 501% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 830.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.29 Drilling Method: Continuous Flight Augers Log B-27 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96230° N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.41796° W At Completion Not Observed y O F a. U) L E .y o = weM� a. W o N Z o a. c rn a1 a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u a1 N a. co U End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 825.0 feet 5 10- 15— 823.0 813.0 805.0 FAT CLAY (CH) - dark brown 4.50 18 WEATHERED LIMESTONE - tan, clay seams 12-13-16 N=29 4 23-24-40 N=64 6 50/1%" 4 22-30-33 N=63 40 44-20-24 8 LIMESTONE - gray 50/'/2' 50/'/Z 8 50/%" 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 829.0 Feet Approximate Grading = 4.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.30 Drilling Method: Continuous Flight Augers Log B-28 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96288° N Water Level Observations (feet) Date 10-21-21 While Drilling I Not Observed Longitude 97.41799° W At Completion Not Observed y O F a U) L E.y o =_ we a. W o N Z o �� aci) rn fn y E a J LL -PL -PI m C 0 2 e 3 co °. s O) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 821.0 feet 5 10 15 815.0 811.0 807.0 801.0 FAT CLAY (CH) - dark brown 4.5+ 32 4.5+ 25 4.5+ 19 106 6,300 LEAN CLAY (CL) - light brown 4.5+ 89 35-14-21 9 2.3 127 4.5+ 11 WEATHERED LIMESTONE - tan, clay seams LIMESTONE - gray 50/1'/2' 50/1" 5 50/1'/2' 50/3% 20 Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.31 1 Log B-29 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.961730 N Water Level Observations (feet) Date 9-28-21 While Drilling I Not Observed Longitude 97.41763° W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) ________EST: rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 827.0 feet 5 10- 15- 825.0 819.0 807.0 FAT CLAY (CH) - dark brown 4.50 96 58-29-29 14 WEATHERED LIMESTONE - tan, clay seams 50/5" 2 50/1/4' 6 50/%" 5 LIMESTONE - gray 50/" 50P 8 50/" 50/" 9 50/" 50/" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 829.0 Feet Approximate Grading = 2.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.32 Drilling Method: Continuous Flight Augers Log B-30 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING ________EST: 1 9 7 2 Boring Location Latitude 32.961170 N Water Level Observations (feet) Date 9-27-21 While Drilling I Not Observed Longitude 97.41763° W At Completion Not Observed y O F a. U) L E o = weM� a. W o N Z o a. c rn a1 a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u co U End of Day Not Measured Q_ E >a. N Q W Stratum Description Approximate Surface Elevation = 831.0 feet 5 10 15- 829.0 827.0 819.0 811.0 FAT CLAY (CH) - dark brown 4.50 17 SANDY LEAN CLAY (CL) - light brown 4.50 8 WEATHERED LIMESTONE - tan, clay seams 28-38-18 N=56 15 2 50/1'/2 6 15 LIMESTONE - gray 50/4" 10 50/1'/2 50/'/2' 4 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 832.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.33 Drilling Method: Continuous Flight Augers Log B-31 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96058° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41763° W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 836.0 feet 5 15 826.0 823.0 816.0 LEAN CLAY (CL) - dark brown light brown, limestone seams 4.00 13 50/2'/2' 6 50/21/2' 15 50/3" 87 43-20-23 11 4.5+ liii10 WEATHERED LIMESTONE - tan, clay seams LIMESTONE - gray 50/1%" 50/1" 11 50/1'/2' 50/1" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 834.0 Feet Approximate Grading = 2.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.34 Drilling Method: Continuous Flight Augers Log B-32 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96003° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41761° W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 841.0 feet 5 io18310___________ 15 828.0 821.0 LEAN CLAY (CL) - dark brown light brown, limestone seams 4.00 12 50/3" 7 50/3" 9 50/2'/2' 7 4.5+ 90 22 iii WEATHERED LIMESTONE - tan, clay seams __ LIMESTONE - gray 50/2%" 50/2'/2 11 50/2%" 50/2%" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 840.0 Feet Approximate Grading = 1.0 Foot Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.35 Drilling Method: Continuous Flight Augers Log B-33 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.95948° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41764° W At Completion Not Observed y O F a. m L E o = we a. W o N Z o a c rn a1 a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u co U End of Day Not Measured Q_ E >a. N Q U) w Stratum Description Approximate Surface Elevation = 844.0 feet 5 10 15 834.0 831.0 824.0 LEAN CLAY (CL) - dark brown light brown, limestone seams 4.5+ 86 10 50/3" 8 50/21/2' 9 50/3" 10 4.00 liii WEATHERED LIMESTONE - tan, clay seams LIMESTONE - gray 50/2" 50/2" 8 50/1,, % 50/1 %" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 843.0 Feet Approximate Grading = 1.0 Foot Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.36 Drilling Method: Continuous Flight Augers Log B-34 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.958860 N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41764° W At Completion Not Observed y 0 F a m L E o = _ we a. W o N Z o �� aci) _______EST: rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 845.0 feet 5 io18350___________ 15 832.0 825.0 LEAN CLAY (CL) - dark brown light brown, limestone seams 4.5+ 12 23-34-38 N=72 74 39-18-21 7 50/1 " 7 50/1'/2' 7 4.00 20 iii WEATHERED LIMESTONE - tan, clay seams __ LIMESTONE - gray 50/2%" 50/2'/2' 9 50/2%" 50/2%" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 841.0 Feet Approximate Grading = 4.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.37 Drilling Method: Continuous Flight Augers Log B-35 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EERING Latitude Water Level Observations (feet) Date While Drilling I Not Observed 32.958330 N 9-29-21 1 9 7 2 Longitude 97.41798° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) _______EST: rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 849.0 feet LEAN CLAY (CL) - dark brown 4.50 14 light brown, limestone seams 18-25-21 N=46 3 5 11-8-8 N=16 71 48-18-30 9 20-18-18 N=36 9 21-14-16 N=30 21 10—- 836.0 WEATHERED LIMESTONE - tan, clay seams 13-14-15 N=29 23 15 833.0 LIMESTONE - gray 50/3" 13 829.0 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 846.0 Feet Approximate Grading = 3.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.38 Drilling Method: Continuous Flight Augers Log B-36 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EERING Latitude Water Level Observations (feet) Date While Drilling I Not Observed 32.95776° N 9-29-21 EST: 1972 Longitude 97.41800° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 854.0 feet LEAN CLAY (CL) - dark brown 4.50 18 light brown, limestone seams 33-50/4" 3 5 50/1" 3 16-21-22 N=43 75 17 18-20-24 N=44 11 10—- 841.0 WEATHERED LIMESTONE - tan, clay seams 50/5" 13 15 838.0 LIMESTONE - gray 834.0 50/'/4' 50/'/4' 5 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 848.0 Feet Approximate Grading = 6.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.39 Drilling Method: Continuous Flight Augers Log B-37 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.958030 N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41763° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) _______EST: rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 850.0 feet 5 iX ioI8400___________ 15— 838.0 830.0 LEAN CLAY (CL) - dark brown light brown, limestone seams 4.5+ 20 42-50/1" 4 6-12-18 N=30 78 33-13-20 6 7-19-16 N=35 7 4.00 11 iii WEATHERED LIMESTONE - tan, clay seams __ LIMESTONE - gray 50/2" 50/1'/2' 9 50/2'/2' 50/2" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 847.0 Feet Approximate Grading = 3.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.40 Drilling Method: Continuous Flight Augers Log B-38 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.957720 N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41694° W At Completion Not Observed y O F a cn L E.y o = we a. W o N Z o �� a. ci) rn fn a E a J LL -PL -PI c m C 0 2 e 3 co °. s O) Z a N u 41 N a. co U End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 854.0 feet 5 10- 15— 842.0 834.0 WEATHERED LIMESTONE - tan, clay seams 11-11-15 N=26 50/5" 15-50/3" 50/1'/4' 18-50/5" LIMESTONE - gray 50/'/2" 50/'%" 50/%" 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 849.0 Feet Approximate Grading = 5.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.41 1 Log B-39 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.95830° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41693° W At Completion Not Observed y O F a in L E.y o = we a. W o N Z o �� a. in rn fn a a J LL -PL -PI c m C 0 2 e 3 in °. s 0) Z a N u a. co U End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 854.0 feet 5— 10- 15 841.0 834.0 WEATHERED LIMESTONE - tan, clay seams 10-18-37 N=55 50/1" 50/4" 9-50/4'/2' 50/51/2 LIMESTONE - gray 50/'/2' 50/'/d' 50/%" 50/1/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 847.0 Feet Approximate Grading = 7.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.42 Drilling Method: Continuous Flight Augers Log B-40 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.958870 N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41693° W At Completion Not Observed y a;°' O F a U) L E o we a. W o N Z �� aci) rn fn LL -PL -PI c m C 0 2 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q °' E N Q E > W Stratum Description Approximate Surface Elevation = 852.0 feet 5 10- 15 839.0 832.0 WEATHERED LIMESTONE - tan, clay seams 50/5'/2' 1 50/4" 7 X 9-19-8 N=27 55 12 5-50/5'/2' 18 50/4" 10 LIMESTONE - gray 50/%" 50/'/Z' 6 '/2" 50/' 501% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 841.0 Feet Approximate Grading = 11.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.43 Drilling Method: Continuous Flight Augers Log B-41 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.95944° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41695° W At Completion Not Observed y a;°' O F a. cn L E o weM� a. W o N Z a. c rn a1 LL -PL -PI c m C 0 2 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q °' E N Q E > W Stratum Description Approximate Surface Elevation = 849.0 feet 5 10- 15 836.0 829.0 WEATHERED LIMESTONE - tan, clay seams 18-27-12 N=39 2 X 4-6-8 N=14 18 5-50/5/'/2' 25 6 13-10-50/41/2' 12 17-50/1'/2' 11 LIMESTONE - gray 50/%" 12 50/1"" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 842.0 Feet Approximate Grading = 7.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.44 Drilling Method: Continuous Flight Augers Log I Project No. B-42 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EERING Latitude Water Level Observations (feet) Date While Drilling I Not Observed 32.960000 N 9-29-21 _______EST: 1 9 7 2 Longitude At Completion Not Observed 97.41695° W o rn c m °. s N u End of Day Not Measured N y L N fn C 0) Q E Q Stratum Description F E o =_ Z o a J e °' E > a;°' a. W Approximate Surface Elevation = 843.0 feet O a U) we a. W �� aci) LL -PL -PI 0 2 3 co Z a co U LEAN CLAY (CL) - light brown, with sand 4.5+ 4 15-20-12 9 N=32 5- 4.50 87 43-17-26 16 24-16-14 12 N=30 ii iI 8-13-14 18 N=27 10 7-10-27 20 828.0 N=37 15 WEATHERED LIMESTONE - tan, clay seams 1823.0 7 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 841.0 Feet Approximate Grading = 2.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.45 Drilling Method: Continuous Flight Augers Log B-43 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96059° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41696° W At Completion Not Observed y a; °' O F a U) L E o we a. W o N Z �� aci) rn fn LL -PL -PI c m C 0 2 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q °' E N Q E > W Stratum Description Approximate Surface Elevation = 836.0 feet 5 10 15 x 826.0 823.0 816.0 LEAN CLAY (CL) - dark brown - light brown, limestone seams 4.5+ 8 4.5+ 93 43-15-28 8 -0.1 92 N=14 12 X 6-10-25 N=35 15 50/2" 16 WEATHERED LIMESTONE - tan, clay seams LIMESTONE - gray 50/'/d' 50/'/d' 5 50/%" 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 834.0 Feet Approximate Grading = 2.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.46 Drilling Method: Continuous Flight Augers Log B-44 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96114° N Water Level Observations (feet) Date 9-27-21 While Drilling I Not Observed Longitude 97.41697° W At Completion Not Observed y a; O F a U) L E.y o we a. W o N Z �� aci) rn fn LL -PL -PI c m C 0 2 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q °' E N Q E W Stratum Description Approximate Surface Elevation = 830.0 feet 5 10- 15 1 826.0 819.0 810.0 LEAN CLAY (CL) - dark brown 4.5+ 16 4.5+ 17 WEATHERED LIMESTONE - tan, clay seams 50/31/2' 50/11/2' 19-50/51/2' 12 LIMESTONE - gray 50/'/2' 50/'/2' 5 50/%" 50/1/2' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 831.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.47 Drilling Method: Continuous Flight Augers Log B-45 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING ________EST: 1 9 7 2 Boring Location Latitude 32.961720 N Water Level Observations (feet) Date 9-27-21 While Drilling I Not Observed Longitude 97.41692° W At Completion Not Observed y a;°' O F a U) L E o we a. W o N Z �� aci) rn fn LL -PL -PI c m C 0 2 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q °' E N Q E > W Stratum Description Approximate Surface Elevation = 827.0 feet 5 10— 15 1 823.0 816.0 807.0 LEAN CLAY (CL) - dark brown 4.50 12 4.50 18 WEATHERED LIMESTONE - tan, clay seams 25-50/5'/2' 3 50/1" 80 24-13-11 6 50/4" 7 LIMESTONE - gray 50/%" 50/'/d' 4 50/'/2' 50/'/4 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 830.0 Feet Approximate Grading = 3.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.48 Drilling Method: Continuous Flight Augers Log B-46 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING ________EST: 1 9 7 2 Boring Location Latitude 32.961720 N Water Level Observations (feet) Date 9-27-21 While Drilling I Not Observed Longitude 97.41626° W At Completion Not Observed y a;°' O F a U) L E o we a. W o N Z �� aci) rn fn LL -PL -PI c m C 0 2 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q °' E N Q E W Stratum Description Approximate Surface Elevation = 824.0 feet 5 10- 15 821.0 810.0 804.0 LEAN CLAY (CL) - dark brown 4.50 19 4.50 20 WEATHERED LIMESTONE - tan, clay seams 36-34-50/2" 1 50/4" 1 50/6" 18-29-50/2" 15 LIMESTONE -gray 50/'%" ' % 6 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 829.0 Feet Approximate Grading = 5.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.49 Drilling Method: Continuous Flight Augers Log B-47 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING ________EST: 1 9 7 2 Boring Location Latitude 32.961150 N Water Level Observations (feet) Date 9-27-21 While Drilling I Not Observed Longitude 97.41628° W At Completion Not Observed y a;°' O F a U) L E o we a. W o N Z �� aci) rn fn LL -PL -PI c m C 0 2 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q °' E N Q E W Stratum Description Approximate Surface Elevation = 828.0 feet 5 10- 15 1 824.0 817.0 808.0 LEAN CLAY (CL) - dark brown 4.50 21 4.50 16 WEATHERED LIMESTONE - tan, clay seams 16-38-50/1" 4 50/1" 6 50/1" 6 LIMESTONE - gray 19-50/6" 98 49-16-33 16 50/1" 50/%" 6 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 830.0 Feet Approximate Grading = 2.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.50 Drilling Method: Continuous Flight Augers Log B-48 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96058° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41627° W At Completion Not Observed y O F a m L E oa. we a. W o N Z �� aci) rn fn y E LL -PL -PI c m C 0 2 3 co °. s O) Z a N u 41 N co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 832.0 feet 5 10 15 826.0 819.0 812.0 LEAN CLAY (CL) - brown 4.50 14 4.00 6 4.00 88 31-17-14 20 WEATHERED LIMESTONE - tan, clay seams 13-12-4 N=16 12 50/'/d' 50/'/4 7 LIMESTONE - gray 50/'/2' 50/'/d' 5 50/%" 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 833.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.51 1 Log B-49 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96002° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41627° W At Completion Not Observed y a; °' O F a U) L E o we a. W o N Z �� aci) rn fn LL -PL -PI c m C 0 2 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q °' E N Q E > W Stratum Description Approximate Surface Elevation = 837.0 feet 5 10 15 832.0 824.0 817.0 SANDY LEAN CLAY (CL) - brown 4.50 66 45-22-23 7 10-11-13 N=24 8 11-12-11 N50/1/2' 11 WEATHERED LIMESTONE -tan, clay seams 50/1/4 10 50/'/4 50/1/d' 10 LIMESTONE - gray 50/%" 50/1/4' 4 50/1/2' 50/1/4' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 841.0 Feet Approximate Grading = 4.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.52 Drilling Method: Continuous Flight Augers Log B-50 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.95946° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41628° W At Completion Not Observed y O F a. m L E o = _ we a. W o N Z o a c rn a1 a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q U) w Stratum Description Approximate Surface Elevation = 839.0 feet 5 10 15 837.0 825.0 819.0 LEAN CLAY (CL) - dark brown 4.50 5 WEATHERED LIMESTONE - tan, clay seams 10-12-14 N=26 88 4 11-4-13 N=17 6 • 50/'/d' 501%" 8 • 501'/Z' 50/%" 10 LIMESTONE - gray 50/%" 50/%" 5 50/'/2" ' 50/% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 843.0 Feet Approximate Grading = 4.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.53 Drilling Method: Continuous Flight Augers Log B-51 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.958860 N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41626° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) _______EST: rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 844.0 feet 5 10 15 842.0 830.0 824.0 LEAN CLAY (CL) - dark brown 4.50 13 WEATHERED LIMESTONE - tan, clay seams 14-20-22 N=42 10 15-17-20 N=37 59 5 • 50/'/d' 501%" 7 • 501'/Z' 50/%" 8 LIMESTONE - gray 50/%" 50/%" 4 50/'/2" ' 50/% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 842.0 Feet Approximate Grading = 2.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.54 Drilling Method: Continuous Flight Augers Log B-52 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.958310 N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41627° W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) ________EST: rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 853.0 feet 5 10 15 851.0 839.0 833.0 LEAN CLAY (CL) - dark brown 4.50 11 WEATHERED LIMESTONE - tan, clay seams 12-17-19 N=36 53 35-17-18 6 15-14-21 N=35 7 • 50/'/4' 50/'/4 8 • 50/'/Z' 50/%" 9 LIMESTONE - gray 501%" 50/'/4' 4 50/'/4' 50/%" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 848.0 Feet Approximate Grading = 5.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.55 Drilling Method: Continuous Flight Augers Log B-53 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.957730 N Water Level Observations (feet) Date 10-20-21 While Drilling I Not Observed Longitude 97.41627° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 854.0 feet 5 10- 15 1 850.0 840.0 834.0 LEAN CLAY (CL) - dark brown 4.5+ 11 4.5+ 6 WEATHERED LIMESTONE - tan, clay seams 50/6" 43 33-16-17 5 50/2" 8 50/1" 7 LIMESTONE - gray 50/3" 50/3" 8 50/2" 50/2" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 849.0 Feet Approximate Grading = 5.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.56 Drilling Method: Continuous Flight Augers Log B-54 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.957700 N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41558° W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) _______EST: rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 851.0 feet 5 10 15— 841.0 839.0 831.0 LEAN CLAY (CL) - dark brown light brown, limestone seams 4.00 15 50/2" 7 50/1'/d' 12 50/1" 94 43-20-23 11 4.5+ liii WEATHERED LIMESTONE - tan, clay seams LIMESTONE - gray 50/50/1'/2" 50/50/1" 11 50/50/1'/2' 50/50/1" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 847.0 Feet Approximate Grading = 4.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.57 Drilling Method: Continuous Flight Augers Log B-55 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.95828° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41559° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 848.0 feet 5 10 15— 838.0 836.0 828.0 LEAN CLAY (CL) - dark brown light brown, limestone seams 4.00 15 50/1" 2 50/21/2' 1 50/2" 7 4.00 80 15 Ill WEATHERED LIMESTONE - tan, clay seams LIMESTONE - gray 50/1%" 50/1" 9 50/1" 50/1" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 847.0 Feet Approximate Grading = 1.0 Foot Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.58 Drilling Method: Continuous Flight Augers Log I Project No. B-56 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EERING Latitude Water Level Observations (feet) Date While Drilling I Not Observed 32.95887° N 10-20-21 _______EST: 1 9 7 2 Longitude At Completion Not Observed 97.41560° W o rn c m °. s N u End of Day Not Measured N y L N fn C 0) Q E Q Stratum Description F E o = Z o a J g e _ a. W Approximate Surface Elevation = 842.0 feet O a U) we a. W M� aci) LL -PL -PI 0 2 3 co Z a co U FAT CLAY (CH) - dark brown 3.50 28 4.5+ 21 4.5+ 22 5 4.5+ 22 103 9,080 4.00 87 66-20-46 23 2.3 105 10 light brown 3.50 21 15 3.00 22 822.0 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 839.0 Feet Approximate Grading = 3.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.59 Drilling Method: Continuous Flight Augers Log B-57 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.95945° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41559° W At Completion Not Observed y O F a. U) L E.y o = we a. W o N Z o a. c rn a1 a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q_ E N Q U) w Stratum Description Approximate Surface Elevation = 836.0 feet 5 10 15 834.0 825.0 816.0 LEAN CLAY (CL) - dark brown 4.50 12 WEATHERED LIMESTONE - tan, clay seams 9-11-11 N=22 7 50/1" 4 10-22-23 N=45 11 13-20-21 N=41 91 41-20-21 15 LIMESTONE - gray 50/'/Z' 4 50/'/2 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 840.0 Feet Approximate Grading = 4.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.60 Drilling Method: Continuous Flight Augers Log B-58 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96004° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41560° W At Completion Not Observed y O F a U) L E o =_ we a. W o N Z o �� aci) rn fn a E a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 833.0 feet 5 10 15— 823.0 821.0 813.0 FAT CLAY (CH) - dark brown 4.50 19 4.50 21 4.50 21 4.50 83 73-24-49 22 4.3 98 4.50 22 WEATHERED LIMESTONE - tan, clay seams LIMESTONE - gray 501%' 50/'/d' 6 50/%" 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 837.0 Feet Approximate Grading = 4.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.61 1 Log B-59 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96003° N Water Level Observations (feet) Date 9-29-21 While Drilling I Not Observed Longitude 97.41492° W At Completion Not Observed y O F a U) L E.y o = we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 830.0 feet ii 5 10 15 818.0 814.0 810.0 FAT CLAY (CH) - dark brown 4.50 21 4.50 20 4.50 94 75-25-50 21 8.4 93 4.50 17 4.50 19 WEATHERED LIMESTONE - tan, clay seams 50/1" 3 LIMESTONE - gray '%" 50/' 50/1/4 7 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 834.0 Feet Approximate Grading = 4.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.62 Drilling Method: Continuous Flight Augers Log I Project No. B-60 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EERING Latitude Water Level Observations (feet) Date While Drilling I Not Observed 32.959470 N 10-20-21 _______EST: 1 9 7 2 Longitude At Completion Not Observed 97.41495° W o rn c m °. s N u End of Day Not Measured N y L N Z a1 C 0) Q_ E Q Stratum Description F E o = o a J g e a. W Approximate Surface Elevation = 835.0 feet O a. U) weM� a. W a. c LL -PL -PI 0 2 3 co Z a co U FAT CLAY (CH) - dark brown 4.5+ 27 4.5+ 95 62-18-44 21 4.6 100 4.00 19 5 3.00 22 3.00 21 10 light brown 2.50 23 15 2.50 18 815.0 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 836.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.63 Drilling Method: Continuous Flight Augers Log B-61 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.958890 N Water Level Observations (feet) Date 10-20-21 While Drilling I Not Observed Longitude 97.41492° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 838.0 feet 5 10 15 832.0 824.0 818.0 FAT CLAY (CH) - dark brown 4.5+ 27 4.5+ 88 67-21-46 18 4.5+ 7 WEATHERED LIMESTONE - tan 50/4" 17 50/3" 11 LIMESTONE - gray 50/4" 50/4" 9 50/3" 50/3" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 837.0 Feet Approximate Grading = 1.0 Foot Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.64 Drilling Method: Continuous Flight Augers Log B-62 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.958010 N Water Level Observations (feet) Date 10-20-21 While Drilling I Not Observed Longitude 97.41491° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) _______EST: rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 843.0 feet 5 10- 15 841.0 829.0 823.0 FAT CLAY (CH) - dark brown 4.5+ 92 69-29-40 24 WEATHERED LIMESTONE - tan 50/5" 2 50/1" 2 50/2" 2 50/3" 3 LIMESTONE - gray 50/4" 50/4" 9 50/3" 50/3" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 840.0 Feet Approximate Grading = 3.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.65 Drilling Method: Continuous Flight Augers Log I Project No. B-63 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EERING Latitude Water Level Observations (feet) Date While Drilling I Not Observed 32.96288° N 10-21-21 EST: 1972 Longitude At Completion Not Observed 97.41558° W o rn c m °. s N u End of Day Not Measured N y L N Z fn C 0) Q E Q Stratum Description F E o = o a J g e _ a. W Approximate Surface Elevation = 827.0 feet O a U) we a. W M� aci) LL -PL -PI 0 2 3 co Z a co U FAT CLAY (CH) - dark brown 2.00 23 4.00 94 75-28-47 26 7.7 89 4.00 26 5 4.5+ 26 3.00 26 light brown 10 3.00 10 15 4.5+ 19 807.0 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 828.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.66 Drilling Method: Continuous Flight Augers Log B-64 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96231° N Water Level Observations (feet) Date 10-21-21 While Drilling I Not Observed Longitude 97.41559° W At Completion Not Observed y O F a U) L E o = we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s O) Z a N u a. co U End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 826.0 feet 5 10 15 818.0 813.0 806.0 FAT CLAY (CH) - dark brown 3.50 27 4.5+ 21 4.5+ 21 4.5+ 90 77-22-55 22 7.3 101 LEAN CLAY (CL) - light brown, limestone seams 4.5+ 9 WEATHERED LIMESTONE - tan 50/1" 5 50/2" 8 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 828.0 Feet Approximate Grading = 2.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.67 Drilling Method: Continuous Flight Augers Log B-65 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.961730 N Water Level Observations (feet) Date 10-21-21 While Drilling I Not Observed Longitude 97.41558° W At Completion Not Observed y O F a U) L E o =_ we a. W o N Z o �� aci) rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s O) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 825.0 feet 5 10 15 815.0 812.0 805.0 FAT CLAY (CH) - dark brown 3.00 27 4.5+ 18 4.5+ 18 4.5+ 18 4.5+ 90 70-22-48 18 2.8 101 LEAN CLAY (CL) - light brown, limestone seams WEATHERED LIMESTONE - tan 50/4" 6 50/1" 10 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 828.0 Feet Approximate Grading = 3.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.68 Drilling Method: Continuous Flight Augers Log B-66 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.961730 N Water Level Observations (feet) Date 10-21-21 While Drilling I Not Observed Longitude 97.41494° W At Completion Not Observed y O F a U) L E o = we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 829.0 feet 5 10 15 816.0 809.0 FAT CLAY (CH) - dark brown 4.00 28 4.5+ 16 4.5+ 17 4.5+ 91 63-18-45 16 8.1 104 4.5+ 13 WEATHERED LIMESTONE - tan 50/6" 5 50/3" 10 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 830.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.69 Drilling Method: Continuous Flight Augers Log B-67 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.961710 N Water Level Observations (feet) Date 10-21-21 While Drilling I Not Observed Longitude 97.41424° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 834.0 feet ii 5 10 15 821.0 FAT CLAY (CH) - dark brown 3.50 26 4.5+ 21 4.5+ 93 66-22-44 16 4.5+ 13 4.5+ 10 WEATHERED LIMESTONE - tan 50/3" 14 50/4" 15 20j1814•0_________ Boring Terminated at Approximately 20 Feet Proposed Elevation = 834.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.70 Drilling Method: Continuous Flight Augers Log I Project No. B-68 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EERING Latitude Water Level Observations (feet) Date While Drilling I Not Observed 32.961770 N 10-26-21 _______EST: 1 9 7 2 Longitude At Completion Not Observed 97.41356° W o rn c m °. s N u End of Day Not Measured N y L N Z fn y E C O) 41 N Q E Q Stratum Description F E o =_ o a J g e a. W Approximate Surface Elevation = 839.0 feet O a m we a. W M� aci) LL -PL -PI 0 2 3 co Z a co U FAT CLAY (CH) - dark brown 3.50 14 4.50 56 13 4.50 8 5 light brown, limestone seams 14-13-14 N=27 16 5-7-10 16 N=17 10 111 4.5+ 21 15 4.00 10 819.0 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 836.0 Feet Approximate Grading = 3.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: 1 Plate A.71 Drilling Method: Continuous Flight Augers Log B-69 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EE RING Latitude Water Level Observations (feet) Date While Drilling Not Observed 32.961780 N EST: 1972 Longitude At Completion Not Observed 97.41289° W m U! C , w o N rn �, Vl Q`_' c C 0 °. t a% d U) a E O End of Day Not Measured •a a a EH a R Stratum Description „ U o Ez o �' �� a J _= a > V) = o W +�' U! a O F a cn C f° a) a) a tY N > M a. co LL -PL -PI .0 5 a1 cn �' o C! E Co3 o Unable to be drilled due to gas line easement 5- 10- 15- 20 —-- Boring Terminated at Approximately 20 Feet Material boundaries areapproximate; in situ, transitions may be gradual. Driller: Plate A.72 Drilling Method: Continuous Flight Augers Log I Project No. B-70 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EERING Latitude Water Level Observations (feet) Date While Drilling I Not Observed 32.961170 N 10-22-21 ________EST: 1 9 7 2 Longitude At Completion Not Observed 97.41494° W o rn c m °. s N u End of Day Not Measured N y L N Z fn C 0) Q E Q Stratum Description F E o = o a J g e _ a. W Approximate Surface Elevation = 829.0 feet O a U) we a. W �� aci) LL -PL -PI 0 2 3 co Z a co U FAT CLAY (CH) - dark brown 4.00 24 4.5+ 17 4.5+ 15 5 4.5+ 23 821.0 GRAVELY FAT CLAY (CH) - brown 4.5+ 61 64-15-49 12 4.8 115 10 816.0 LIMESTONE -gray 50/1'/2" 6 15 50/1" % 50/3/4" ' 809.0 501 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 833.0 Feet Approximate Grading = 4.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.73 Drilling Method: Continuous Flight Augers Log B-71 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EERING Latitude Water Level Observations (feet) Date While Drilling I Not Observed 32.961170 N 10-22-21 ________EST: 1 9 7 2 Longitude At Completion Not Observed 97.41424° W y L o N rn fn c m C °. s 0) N u End of Day Not Measured N Q E Q Stratum Description F E o = Z o a a J N g e 41 N _ a. W Approximate Surface Elevation = 833.0 feet O a U) we a. W �� aci) LL -PL -PI 0 2 3 co Z a co U FAT CLAY (CH) - dark brown 4.5+ 28 4.5+ 22 4.5+ 95 66-24-42 17 8.6 99 5 4.5+ 17 4.5+ 11 10 820.0 LIMESTONE - gray 50/1'/4' 6 15 50/1" 50/1/2' 813.0 50/1/4' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 835.0 Feet Approximate Grading = 2.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.74 Drilling Method: Continuous Flight Augers Log B-72 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EERING Latitude Water Level Observations (feet) Date While Drilling I Not Observed 32.961160 N 10-22-21 ________EST: 1 9 7 2 Longitude At Completion Not Observed 97.41355° W y L o N rn fn c m C °. s 0) N u End of Day Not Measured N Q_ E Q Stratum Description F E o = Z o a J g e a. W Approximate Surface Elevation = 838.0 feet O a m we a. W �� aci) LL -PL -PI 0 2 3 co Z a co U FAT CLAY (CH) - dark brown 4.5+ 28 4.5+ 17 834.0 LEAN CLAY (CL) - light brown, with limestone seams 5— 4.5+ 7 4.5+ 70 6 -0.2 95 4.5+ 5 10 825.0 LIMESTONE - gray 50/1'/4' 6 15 50/1" 50/1" 818.0 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 839.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.75 Drilling Method: Continuous Flight Augers Log B-73 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.961170 N Water Level Observations (feet) Date 10-21-21 While Drilling I Not Observed Longitude 97.41288° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� a. co rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 842.0 feet 5 10 15- 834.0 822.0 FAT CLAY (CH) - dark brown 4.5+ 94 62-20-42 26 4.5+ 25 4.5+ 24 4.5+ 24 WEATHERED LIMESTONE - tan 24-30-37 N=67 4 30-38-42 N=80 4 50/6" 4 20- Boring Terminated at Approximately 20 Feet Proposed Elevation = 840.0 Feet Approximate Grading = 2.0 Feet Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.76 Drilling Method: Continuous Flight Augers Log B-74 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING ________EST: 1 9 7 2 Boring Location Latitude 32.961180 N Water Level Observations (feet) Date 10-22-21 While Drilling I Not Observed Longitude 97.41221° W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 841.0 feet 5 10- 15 837.0 830.0 821.0 FAT CLAY (CH) - dark brown 22 ii 21 WEATHERED LIMESTONE - tan, clay seams 50/5" 2 1 9-21-50/5" 13 13-33-50/1" 19 LIMESTONE - gray 50/1'/4 50/'/4' 15 50/1" 501%" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 843.0 Feet Approximate Grading = 2.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.77 Drilling Method: Continuous Flight Augers Log B-75 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING ________EST: 1 9 7 2 Boring Location Latitude 32.961170 N Water Level Observations (feet) Date 10-22-21 While Drilling I Not Observed Longitude 97.411510W At Completion Not Observed y O F a U) L E.y o =_ we a. W o N Z o �� aci) rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s O) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 841.0 feet 5 10 15 837.0 826.0 821.0 FAT CLAY (CH) - dark brown 24 85 79-20-59 20 7.2 94 WEATHERED LIMESTONE - tan, clay seams 50/4" 5 50/51/4" 50/1" 9 0 50/1/2" 50/1/4 10 LIMESTONE - gray 50/2%" 50/" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 841.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.78 Drilling Method: Continuous Flight Augers Log B-76 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.96059° N Water Level Observations (feet) Date 10-22-21 While Drilling I Not Observed Longitude 97.41086° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 843.0 feet 5 10- 15 • 841.0 828.0 823.0 FAT CLAY (CH) - dark brown 4.50 94 23 WEATHERED LIMESTONE - tan, clay seams 50/'/d' 50/1/4 8 26-2%" 13 •0 50/1' '/250/1 %" 11 LIMESTONE - gray 50/1'/4 " 50/3/4" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 843.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.79 Drilling Method: Continuous Flight Augers Log B-77 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.96060° N Water Level Observations (feet) Date 10-25-21 While Drilling I Not Observed Longitude 97.41152° W At Completion Not Observed y O F a U) L E.y o = _ we a. W o N Z o �� aci) _______EST: rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 841.0 feet 5 10 15 839.0 831.0 821.0 FAT CLAY (CH) - dark brown 3.00 24 WEATHERED LIMESTONE - tan 21-19-36 N=55 29 65-17-48 8 50/2" 50/1'/4' 7 0 50/5" 50/4'/2' 8 LIMESTONE - gray 50/'/2' 50/'/4' 9 50/'/4' 50/'/4' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 843.0 Feet Approximate Grading = 2.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.80 Drilling Method: Continuous Flight Augers Log B-78 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.96059° N Water Level Observations (feet) Date 10-22-21 While Drilling I Not Observed Longitude 97.41221° W At Completion Not Observed y O F a m L E o = we a. W o N Z o �� aci) rn fn a E a J LL -PL -PI c m C N 0 2 e 3 co °. s O) Z a N u 41 N a. co U End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 840.0 feet 5 10 15- 836.0 827.0 820.0 FAT CLAY (CH) - dark brown 10 85 75-17-58 28 WEATHERED LIMESTONE - tan 20-16-11 N=27 4 10-50/3" 9 12-23-12 N=35 16 LIMESTONE - gray 50/6" 10 50/1%" 50/3/<" 10 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 840.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.0.18 1 Log B-79 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING EST: 1972 Boring Location Latitude 32.96060° N Water Level Observations (feet) Date 10-21-21 While Drilling I Not Observed Longitude 97.41287° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 838.0 feet 5 10 15 832.0 818.0 FAT CLAY (CH) - dark brown 4.5+ 29 4.5+ 23 94 7,400 4.5+ 89 65-28-37 15 8.5 104 WEATHERED LIMESTONE - tan 28-32-37 N=69 2 30-38-41 N=79 4 42-50/2" 6 50/4" 8 20- Boring Terminated at Approximately 20 Feet Proposed Elevation = 838.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.82 Drilling Method: Continuous Flight Augers Log I Project No. B-80 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EERING Latitude Water Level Observations (feet) Date While Drilling SZ I 12 32.96003° N 10-22-21 _______EST: 1 9 7 2 Longitude At Completion Not Observed 97.41290° W o rn c m °. s N u End of Day Not Measured N y L N Z fn C 0) Q E Q Stratum Description F E o = o a J g e _ a. W Approximate Surface Elevation = 835.0 feet O a U) we a. W M� aci) LL -PL -PI 0 2 3 co Z a co U FAT CLAY (CH) - dark brown 4.00 30 2.50 29 4.00 23 5 - brown 4.5+ 90 21 4.3 101 3.00 23 10 2.00 27 15 2.50 22 iii 815.0 20 Boring Terminated at Approximately 20 Feet __ Proposed Elevation = 835.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.83 Drilling Method: Continuous Flight Augers Log B-81 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.96005° N Water Level Observations (feet) Date 10-22-21 While Drilling I Not Observed Longitude 97.41219° W At Completion Not Observed y O F a m L E o =_ we a. W o N Z o �� aci) rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 839.0 feet 5 10 15- 827.0 821.0 819.0 FAT CLAY (CH) - dark brown 4.50 28 4.50 25 4.50 25 4.50 20 4.50 89 63-19-44 20 3.3 110 WEATHERED LIMESTONE - tan 50/1' 11 LIMESTONE - gray % 50/3/4" ' 501 12 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 842.0 Feet Approximate Grading = 3.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.84 Drilling Method: Continuous Flight Augers Log B-82 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.96004° N Water Level Observations (feet) Date 10-25-21 While Drilling I Not Observed Longitude 97.41150°W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 841.0 feet 5 10 15 837.0 825.0 821.0 FAT CLAY (CH) - dark brown 4.5+ 24 4.5+ 92 66-21-45 21 WEATHERED LIMESTONE - tan, clay seams 28-50/5'/2' 2 19-50/4" 12 50/1" 50/'/d' 12 LIMESTONE - gray 50/'/2" ' 50/% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 841.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.85 Drilling Method: Continuous Flight Augers Log B-83 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.96005° N Water Level Observations (feet) Date 10-25-21 While Drilling I Not Observed Longitude 97.41087° W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) _______EST: rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 842.0 feet 5 10 15 838.0 828.0 822.0 FAT CLAY (CH) - dark brown 4.5+ 94 22 23-37-34 N=71 8 WEATHERED LIMESTONE - tan 50/2'/4" 50/'/d' 6 501'/2' 50/%" 13 LIMESTONE - gray 501'/2' 50/%" 8 50/3/4' 501'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 843.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.86 Drilling Method: Continuous Flight Augers Log B-84 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.96004° N Water Level Observations (feet) Date 10-22-21 While Drilling I Not Observed Longitude 97.41016° W At Completion Not Observed y O a.y F a m L E o = _ we a. W o N Z o �� aci) rn fn a J LL -PL -PI m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 844.0 feet 5 10 15— I - 840.0 832.0 824.0 LEAN CLAY (CL) - dark brown 3.50 25 4.5+ 85 42-16-26 7 0.4 102 WEATHERED LIMESTONE - tan 50/5" 50/ 1/4 6 50/1" 50/3/;' 10 LIMESTONE - gray 50/%" 50/'/d' 9 50/%" 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 844.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.87 Drilling Method: Continuous Flight Augers Log B-85 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.959470 N Water Level Observations (feet) Date 10-22-21 While Drilling I Not Observed Longitude 97.40948° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 847.0 feet 5 10 15 • 845.0 834.0 827.0 FAT CLAY (CH) - dark brown 3.00 94 56-20-36 25 WEATHERED LIMESTONE - tan 50/'/2" 50/'/1' 4 • 50/'/1' 50/'/2' 7 LIMESTONE - gray 50/'/2' 50/'/1' 8 50/'/1' 50/1/8" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 847.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.88 Drilling Method: Continuous Flight Augers Log B-86 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.959470 N Water Level Observations (feet) Date 10-25-21 While Drilling I Not Observed Longitude 97.41014° W At Completion Not Observed y O F a m L E.y o =_ we a. W o N Z o �� aci) _______EST: rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s O) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 844.0 feet 5 10 15 840.0 831.0 824.0 FAT CLAY (CH) - dark brown 18 ii 18 WEATHERED LIMESTONE - tan 20-50/2" 30 6 50/1" 50/2" 9 LIMESTONE - gray 50/'/d' 50/'/d' 10 50/%" 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 845.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.89 Drilling Method: Continuous Flight Augers Log B-87 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.95946° N Water Level Observations (feet) Date 10-26-21 While Drilling I Not Observed Longitude 97.41083° W At Completion Not Observed y O F a U) L E o =_ we a. W o N Z o �� aci) _______EST: rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s O) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 842.0 feet 5 10 15 838.0 829.0 822.0 FAT CLAY (CH) - dark brown 4.5+ 91 62-21-41 18 4.5+ 19 WEATHERED LIMESTONE - tan 50/3' '/2 50/1/4 9 50/1" 50/'/2, 9 LIMESTONE - gray 50/1'/2' 50/'/2' 9 50/%" 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 843.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.90 Drilling Method: Continuous Flight Augers Log B-88 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.95948° N Water Level Observations (feet) Date 10-26-21 While Drilling I Not Observed Longitude 97.41152° W At Completion Not Observed y a O F a m L E .y o =_ cte aa)4)i a. W o N Z o M� a. c _______EST: DC a1 y E a J LL -PL -PI c m C 0 2 e 3 co s 0) Z a N u a1 N CCe co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 841.0 feet 5 10 15 833.0 826.0 821.0 FAT CLAY (CH) - dark brown 4.5+ 27 4.5+ 21 4.5+ 22 99 14,360 4.5+ 94 91-22-69 24 6.6 95 WEATHERED LIMESTONE - tan 50/'/Z 50/'/d' 5 9-21-30 N=51 18 LIMESTONE - gray " % 50/, 501% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 844.0 Feet Approximate Grading = 3.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.91 1 Log B-89 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.95945° N Water Level Observations (feet) Date 10-26-21 While Drilling I Not Observed Longitude 97.41219° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 839.0 feet 5 10 15 831.0 824.0 819.0 FAT CLAY (CH) - dark brown 4.5+ 27 4.5+ 21 4.5+ 94 75-21-54 22 6.3 91 4.5+ 21 WEATHERED LIMESTONE - tan 10-50/1'/2' 23 F 48-29-20 N=49 11 LIMESTONE - gray 50/'/2" ' 50/% 6 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 841.0 Feet Approximate Grading = 2.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.92 Drilling Method: Continuous Flight Augers Log I Project No. B-90 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 R N E Boring Location Fort Worth, Texas ENG EERING Latitude Water Level Observations (feet) Date While Drilling I Not Observed 32.95947° N 10-25-21 _______EST: 1 9 7 2 Longitude At Completion Not Observed 97.41290° W o rn c m °. s N u End of Day Not Measured N y L N fn C 0) Q_ E Q Stratum Description F E o = Z o a J g e a. W Approximate Surface Elevation = 838.0 feet O a m we a. W M� aci) LL -PL -PI 0 2 3 co Z a co U FAT CLAY (CH) - dark brown 2.75 29 3.75 19 4.5+ 17 5 2.50 21 3.00 100 60-18-42 22 0.2 107 10 light brown, limestone seams 50/5" 20 15 4-9-48 26 818.0 N=57 20— Boring Terminated at Approximately 20 Feet Proposed Elevation = 839.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.93 Drilling Method: Continuous Flight Augers Log B-91 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.958870 N Water Level Observations (feet) Date 10-25-21 While Drilling I Not Observed Longitude 97.41285° W At Completion Not Observed y O F a m L E o = we a. W o N Z o �� aci) rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 838.0 feet 5 10 15 825.0 820.0 FAT CLAY (CH) - dark brown 4.25 34 4.5+ 89 12 1.1 101 4.5+ 13 4.5+ 16 4.5+ 13 WEATHERED LIMESTONE - tan 101818.0 50/1' 10 LIMESTONE - gray 50/1'/2 50/'/2' 14 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 838.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.94 Drilling Method: Continuous Flight Augers Log B-92 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.95890° N Water Level Observations (feet) Date 10-22-21 While Drilling I Not Observed Longitude 97.41216° W At Completion Not Observed y O F a m L E o = we a. W o N Z o �� aci) rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 840.0 feet 5 10 15 838.0 827.0 820.0 FAT CLAY (CH) - dark brown 4.50 24 WEATHERED LIMESTONE - tan 19-33-45 N=78 14 39-50/2" 72 14 50/1" 3 50/1%" 50/3/;' 3 LIMESTONE - gray 50/1" 50/'/W' 29 1/2" 50/' 501% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 840.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.95 Drilling Method: Continuous Flight Augers Log B-93 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.958890 N Water Level Observations (feet) Date 10-25-21 While Drilling I Not Observed Longitude 97.41150°W At Completion Not Observed y O F a U) L E o = _ we a. W o N Z o �� aci) _______EST: rn fn a a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 841.0 feet 5 10 15 837.0 828.0 821.0 FAT CLAY (CH) - dark brown 4.5+ 4.5+ WEATHERED LIMESTONE - tan 18-20-25 N=45 50/1" 50/'/d' LIMESTONE - gray 50/1'/2' 50/1'/2' '/2" 50/' 501% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 844.0 Feet Approximate Grading = 3.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.96 Drilling Method: Continuous Flight Augers Log B-94 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.95890° N Water Level Observations (feet) Date 10-26-21 While Drilling I Not Observed Longitude 97.41086° W At Completion Not Observed y O F a m L E o = we a. W o N Z o �� aci) _______EST: rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N co U End of Day Not Measured Q_ E >a. N Q W Stratum Description Approximate Surface Elevation = 843.0 feet 5 10- 15 841.0 830.0 823.0 FAT CLAY (CH) - dark brown 4.50 15 WEATHERED LIMESTONE - tan 22-19-13 N=32 3 50/1" 27 6 50/1" 11 LIMESTONE - gray 9 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 844.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.97 Drilling Method: Continuous Flight Augers Log B-95 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.958870 N Water Level Observations (feet) Date 10-26-21 While Drilling I Not Observed Longitude 97.41016° W At Completion Not Observed y O F a m L E.y o = _ we a. W o N Z o �� aci) _______EST: rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s O) Z a N u a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 845.0 feet ii 5 10 15 839.0 832.0 825.0 FAT CLAY (CH) - dark brown 4.5+ 20 4.5+ 17 4.5+ 50 5 -0.6 102 WEATHERED LIMESTONE - tan 50/'/d' 50/'/d' 9 LIMESTONE - gray 50/'/d' 50/'1% 7 50/1" 50/'/Z' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 846.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.98 Drilling Method: Continuous Flight Augers Log B-96 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.958890 N Water Level Observations (feet) Date 10-22-21 While Drilling I Not Observed Longitude 97.40947° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 847.0 feet 5 10 15 843.0 834.0 827.0 FAT CLAY (CH) - dark brown 3.00 25 4.5+ 78 72-26-46 13 WEATHERED LIMESTONE - tan 50/3/;' 50/'/2' 2 501'/Z' 50/'/2, 4 LIMESTONE - gray 50/%" 50/%" 7 50/%" 50/%" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 847.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.99 Drilling Method: Continuous Flight Augers Log B-97 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.95890° N Water Level Observations (feet) Date 10-22-21 While Drilling I Not Observed Longitude 97.40880° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 848.0 feet 5 10 15 844.0 835.0 828.0 LEAN CLAY (CL) - dark brown 3.00 12 4.5+ 86 38-19-19 7 3.4 99 WEATHERED LIMESTONE - tan 50/4" 50/'/2 4 50/1'/4" 50/3/4 , 8 LIMESTONE - gray 501%" 50/'/d' 6 50/'/4" 50/1" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 848.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.100 Drilling Method: Continuous Flight Augers Log B-98 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.95835° N Water Level Observations (feet) Date 10-22-21 While Drilling I Not Observed Longitude 97.40950° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� a. co rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 848.0 feet 5 10 15 • 846.0 835.0 828.0 FAT CLAY (CH) - dark brown 3.00 93 64-19-45 23 WEATHERED LIMESTONE - tan 50/3/4' 50/'/2' 2 • 50/1" 50/%" LIMESTONE - gray 50/%" 50/'/2' 6 50/'/2' 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 848.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.101 Log B-99 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.958350 N Water Level Observations (feet) Date 10-26-21 While Drilling I Not Observed Longitude 97.41014° W At Completion Not Observed y O F a m L E o = _ we a. W o N Z o �� aci) _______EST: rn fn a a J LL -PL -PI c m C N 0 2 e 3 co °. s 0) Z a N u 41 N a. co U End of Day Not Measured Q E N Q W Stratum Description Approximate Surface Elevation = 846.0 feet 5 10 15 842.0 833.0 826.0 FAT CLAY (CH) - dark brown 4.5+ 20 4.5+ 81 82-25-57 19 WEATHERED LIMESTONE - tan 50/1" 50/ 1/4 6 501'/"' 501'/d' 5 LIMESTONE - gray 501%" 50/'/d' 8 50/1" 50/'/Z' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 848.0 Feet Approximate Grading = 2.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.102 Drilling Method: Continuous Flight Augers Log B-100 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287' Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.958330 N Water Level Observations (feet) Date 10-25-21 While Drilling I Not Observed Longitude 97.41084° W At Completion Not Observed y O F a. m L E o = we a. W o N Z C o �� a rn _______EST: rn fn a a J LL -PL -PI c m C N g 0 2 e 3 rn °. s 0) F Z o N u 41 N a. co L) End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 844.0 feet 5 10 15 840.0 831.0 824.0 FAT CLAY (CH) - dark brown 4.50 19 4.50 67 12 1.7 95 WEATHERED LIMESTONE - tan 50/3" 6 50/2" 50/'/d' 4 LIMESTONE - gray 50/2" 50/2" 6 50/%" 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 845.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.103 Log B-101 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.958350 N Water Level Observations (feet) Date 10-25-21 While Drilling I Not Observed Longitude 97.41148° W At Completion Not Observed y O F a U) L E o = we a. W o N Z o �� aci) _______EST: rn fn a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 842.0 feet 5 10 15 840.0 829.0 822.0 FAT CLAY (CH) - dark brown 20 WEATHERED LIMESTONE - tan 11-50/1" 49 9 50/4" 50/2" 3 50/1" 50/1" 8 LIMESTONE - gray 50/%" 50/" 12 50/%" 50/'/4 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 842.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.104 Log B-102 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.958340 N Water Level Observations (feet) Date 10-22-21 While Drilling I Not Observed Longitude 97.41217° W At Completion Not Observed y O F a. m L E o = we a. W o N Z C o �� a rn rn fn a E a J LL -PL -PI c m C N g 0 2 e 3 rn °. s O) F Z o N u 41 N a. co L) End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 840.0 feet 5 10- 15 838.0 827.0 820.0 FAT CLAY (CH) - dark brown 1.50 28 11-20-23 N=43 4 WEATHERED LIMESTONE - tan 33-35-50/6" 89 11 50/2'/2 50/'/2' 7 21-50/2" 12 LIMESTONE - gray 50/1'/2' 50/'/2' 8 50/'/2" ' 50/% 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 841.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.105 Log B-104 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287' Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.95774° N Water Level Observations (feet) Date 10-26-21 While Drilling SZ I 15 Longitude 97.41290° W At Completion Not Observed y O F a. U) L E o = weM� a. W o N Z o a. c rn a1 a J LL -PL -PI c m C 0 2 e 3 co °. s 0) Z a N u a. co U End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 841.0 feet 5 10 15 828.0 823.0 821.0 FAT CLAY (CH) - dark brown 4.5+ 13 4.5+ 21 4.50 24 2.75 92 28 1.9 95 2.75 35 WEATHERED LIMESTONE - tan 50/4" 16 LIMESTONE - gray 50/'/4' 50/'/4' 18 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 842.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.107 Log B-105 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.95776° N Water Level Observations (feet) Date 10-22-21 While Drilling I Not Observed Longitude 97.41220° W At Completion Not Observed y O F a. U) L E o = we a. W o N Z C o �� a. rn rn fn a a J LL -PL -PI c m C N g 0 2 e 3 rn °. s 0) F Z o N u 41 N a. co L) End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 841.0 feet 5 10 15— 837.0 829.0 821.0 FAT CLAY (CH) - dark brown 4.5+ 22 4.5+ 97 21 11.5 93 WEATHERED LIMESTONE - tan 18-50/6" 5 50/'/Z' 50/%' 7 LIMESTONE - gray 50/'/2' 50/%" 10 50/1'/2' 50/'/d' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 843.0 Feet Approximate Grading = 2.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Plate A.108 Drilling Method: Continuous Flight Augers Log B-106 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas R N E ENG EERING _______EST: 1 9 7 2 Boring Location Latitude 32.957740 N Water Level Observations (feet) Date 10-22-21 While Drilling I Not Observed Longitude 97.41150°W At Completion Not Observed y O F a. m L E o = we a. W o N Z C o �� a rn rn fn a a J LL -PL -PI c m C N g 0 2 e 3 rn °. s 0) F Z o N u 41 N a. co L) End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 843.0 feet 5 10 15— 839.0 831.0 823.0 FAT CLAY (CH) - dark brown 3.25 96 22 2.0 97 4.5+ 17 11-50/4" 9 WEATHERED LIMESTONE - tan 50/3" 50/'/2, 9 LIMESTONE - gray 50/1'/2' 50/'/2' 8 50/1" 50/%" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 842.0 Feet Approximate Grading = 1.0 Foot Cut Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.109 Log B-107 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287' Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.957760 N Water Level Observations (feet) Date 10-25-21 While Drilling I Not Observed Longitude 97.41084° W At Completion Not Observed y O F a. m L E o = we a. W o N Z C o �� a rn _______EST: rn fn a J LL -PL -PI c m C g 0 2 e 3 rn °. s 0) F Z o N u co L) End of Day Not Measured Q_ E >a. N Q W Stratum Description Approximate Surface Elevation = 845.0 feet 5 10 15- 843.0 837.0 825.0 FAT CLAY (CH) - dark brown 4.5+ WEATHERED LIMESTONE - tan 12-31-50/6" 50/3" 50/6" X 14-42-31 N=73 50/5" LIMESTONE - gray 50/'/4' 50/1" 50/'/2" 50/'/Z' 50/1" 50/%" 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 845.0 Feet Approximate Grading = 0.0 Feet Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.110 Log B-108 I Project No. 21-25640 Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287' Fort Worth, Texas R N E ENG EERING 1 9 7 2 Boring Location Latitude 32.957750 N Water Level Observations (feet) Date 10-25-21 While Drilling I Not Observed Longitude 97.41016° W At Completion Not Observed y O F a. m L E.y o = we a. W o N Z C o �� a rn _______EST: rn fn a a J LL -PL -PI c m C g 0 2 e 3 rn °. s 0) F Z o N u a. co L) End of Day Not Measured Q_ E N Q W Stratum Description Approximate Surface Elevation = 847.0 feet 5 10 15 845.0 834.0 827.0 FAT CLAY (CH) - dark brown 4.00 WEATHERED LIMESTONE - tan 17-50/4" X 50/3" 22-50/2" 50/1" 50/1" LIMESTONE - gray 50/%" 50/'/Z' 50/1" 50/'/Z' 20 Boring Terminated at Approximately 20 Feet Proposed Elevation = 848.0 Feet Approximate Grading = 1.0 Foot Fill Material boundaries areapproximate; in situ, transitions may be graduaL Driller: Drilling Method: Continuous Flight Augers Plate A.1 11 SOIL OR ROCK TYPES Undocumented Fill Well- Graded Sand (SW) Lean Clay (CL) Clayey Sand (SC) DRILLING AND SAMPLING METHODS Gravelly Lean Clay (CL) Gravel (GW) 0 00o Fat Clay (CH) itiiiiMarl Shelby Split Texas Tube Spoon Cone Pen CFA HSA Rock ° Gravelly Fat Clay (CH) -- : Weathered Shale Clayey Gravel (GC) Shale EnSilt (ML) Weathered Limestone Poorly -Graded Sand (SP) Limestone Core TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Consistency Penetrometer Reading, (tsf) Unconfined Compression, (psf) Very Soft < 0.5 < 1000 Soft 0.5 to 1.0 1000 to 2000 Firm 1.0 to 2.0 2000 to 4000 Hard 2.0 to 4.0 4000 to 8000 Very Hard > 4.0 > 8000 Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (Blows / Foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Over 50 Dense 70 to 90% Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that ate slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternated layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to hard in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.112 Grp.-- Laboratory Classification Major Divisions Sym. Names Criteria R N E C Well graded gravels, E GG E E R I GG -, 5 GW gravel -sand mixtures, o �, o little or no fines D (D30)2 a) c C = — - greater than 4: C = ------ between 1 and 3 U D10 D x D 60 Poorly graded gravels, o U GP gravel -sand mixtures, E o N (n m > _J ., little or no fines o Not meeting all gradation requirements o �, T > o 0 Cl) a a)- o for GW Z Cn c c) (D .0 o o °' -O a U U) U) (n Silty gravels, gravel - Liquid and Plastic limits Liquid and plastic co Z o m GM sand - silt mixtures m .N .L c5 below "A" line or P.I. limits plotting in -O a) U U) U) (/) - greater than 4 hatched zone a) '- . 0 o M o between 4 and 7 Clayey gravels, gravel Liquid and Plastic limits " (n Cn •" c O) z :L are borderline .L Q GC - sand - clay mixtures c� o above "A" line with P.I. cases requiring use o M co greater than 7 of dual symbols Y of (D ; v Co m SW Well graded sands, 0)N ° 2 -0 .S gravellsands, little or c c so Cu - greater than 6: C = ------ between 1 and 3 O N no fines .o co U : 'L Do D x Dso c6 M o �,10 c a) aa) (D o Poorly graded sands, u) U) c o m Not meeting all gradation requirements v SP gravelly sands, little or o ° o for SW no fines a c6 oz co ( Q -N N Silty sands, sand silt `i' m Liquid and Plastic limits Liquid and plastic 0 mixtures . a ° c - below "A" line or P.I. limits plotting - C N - less than 4 between 4 and 7 3 �. N w L O c O)CC a) o — are borderline o E o Clayey sands, sand E5 J "' Liquid and Plastic limits cases requiring use Q SC clay mixtures ' a)Q above "A" line with P.I. of dual symbols a)Q o greater than 7 Inorganic silts and very fine ML sands, rock flour, silty or clayey fine sands, or clayey 60 (n — silts with slight plasticity silts o �-o E LO Inorganic clays of low to N CL medium plasticity, gravelly o clays, sandy clays, silty 50 Z = O clays, and lean clays CH Cl) J OL Organic silts and organic silty clays of low plasticity w 40 - N o — O Z silts, micaceous EInorganic F- (n MH or diatomaceous fine sandy 0 30 -- CO (n or silty soils, elastic silts Co � L moo _JCL MH ,a) U oE LO CH inorganic clays of high 20 iz as (a = plasticity, fat clays CL 'n O 10 OH Organic clays of medium to high plasticity, organic silts CL -ML M and OL ca 0 >-' .� 40 50 60 70 80 90 0 10 20 30 100 o Pt Peat and other highly E rn L. O) 0 = organic soils LIQUID LIMIT PLASTICITY CHART UNIFIED SOIL CLASSIFICATION SYSTEM PLATE A.113 SWELL TEST RESULTS Cattleman's Crossing Between N. Saginaw Blvd. and US HWY 287 Fort Worth, Texas Rone Project Number: 21-25640 Boring Depth (ft) Liquid Limit Plastic Limit Plasticity Index Initial MC (%) Final MC (%) Load (psf) Swell (/o) B-1 3 74 24 50 20 27 375 2.3 B-3 5 37 22 15 12 22 625 0.0 B-6 5 -- -- -- 17 28 625 5.5 B-7 3 51 21 30 12 25 375 0.0 B-9 9 41 19 22 26 30 1125 1.8 B-20 5 31 16 15 10 22 625 0.6 B-22 7 39 17 22 13 20 875 7.9 B-23 3 65 21 43 18 33 375 4.4 B-28 7 35 14 21 11 15 875 2.3 B-43 3 43 15 28 9 28 375 0.0 B-56 9 66 20 46 22 25 1125 2.3 B-58 7 73 24 49 24 31 875 4.3 B-59 5 75 25 50 21 33 625 8.4 B-60 3 62 18 44 21 26 375 4.6 B-63 3 75 28 47 27 38 375 7.7 B-64 7 77 22 55 21 30 875 7.3 B-65 9 70 22 48 17 25 1125 2.8 B-66 7 63 18 45 17 26 875 8.1 B-70 9 64 15 48 17 23 1125 4.8 B-71 5 66 24 42 18 27 625 8.6 B-72 7 -- -- -- 6 27 875 0.0 B-75 3 79 20 59 19 31 375 7.2 B-79 5 65 28 37 14 27 625 8.5 B-80 7 -- -- -- 21 27 875 4.3 B-81 9 63 19 44 18 23 1125 3.3 B-84 3 42 16 26 8 23 375 0.4 B-88 7 91 22 69 22 31 875 6.6 PLATE A.114 B-89 5 75 21 54 21 31 625 6.3 B-90 9 60 18 41 20 23 1125 0.2 B-91 3 -- -- -- 13 25 375 1.1 B-95 5 -- -- -- 5 24 625 0.0 B-97 3 38 19 19 9 25 375 3.4 B-100 3 -- -- -- 14 29 375 1.7 B-103 5 -- -- -- 20 29 625 4.6 B-104 7 -- -- -- 27 33 875 1.9 B-105 3 -- -- -- 21 33 375 11.5 B-106 1 -- -- -- 23 29 125 2.0 PLATE A.114 R NE E GG E ERIN G U.S. Standard Sieve U.S. Standard Sieve Numbers Hydrometer O O O O O p O (p M CO CO CO CO 100 90 80 70 60 50 40 a> I. - a) a 30 20 10 TflHll HHHH HWH 0 + 1000 100 10 1 0.1 0.01 0.001 Grain Size - mm Legend Sample No Depth, ft Gravel % Sand %Silt %Clay USCS -Lx-- B-1 2'-4' _% 0.0 6.0 47.3 46.7 0 Material Description Texture Olive Black CLAY with occasional calcareous nodules Silty Clay R NE E GG E ERIN G U.S. Standard Sieve U.S. Standard Sieve Numbers Hydrometer N V W O O O CO M CO CO N V N 100 90 80 70 t (D 60 a, 50 C 40 a> I. - a, a 30 20 10 0 1000 100 10 1 0.1 0.01 0.001 Grain Size - mm Legend Sample No Depth, ft % Gravel % Sand %Silt %Clay USCS —Lx-- B-81 2'-4' 0.0 5.3 47.4 47.3 0 Material Description Texture rayish Black CLAY with occasional calcareous nodule Silty Clay APPENDIX B :ON FIELD EXPLORATION Subsurface conditions were defined by 108 sample borings located as shown on the Boring Location Diagram, Plate A.3. The borings were completed at locations staked in the field by Rone personnel. The borings were advanced between sample intervals using continuous flight auger drilling procedures. The results of each boring are shown graphically on the Logs of Boring. Sample depth, description, and soil classification based on the Unified Soil Classification System are shown on the Logs of Boring. Keys to the symbols and terms used on the Logs of Boring are presented in the appendix section of the report. Relatively undisturbed samples of cohesive soils were obtained using nominal 3 -inch diameter tube samplers at the locations shown on the Logs of Boring. The tube sampler consists of a steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test, a 1/4 inch diameter piston is pushed into a relatively undisturbed sample at a constant rate to a depth of approximately 1/4 inch. The results of these tests are presented at the respective sample depths on the Logs of Boring. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Samples of stiff and/or granular materials were obtained using split -barrel sampling procedures in general accordance with ASTM D1586. In the split -barrel procedure, a disturbed sample is obtained in a standard 2 -inch OD split -barrel sampler driven 18 inches into the ground using a 140 -pound hammer falling freely 30 inches. The number of blows for the last 12 inches of the standard 18 -inch penetration is recorded as the Standard Penetration Test resistance (N -value). The N -values are recorded on the Logs of Boring at the depth of sampling. The samples were sealed and returned to our laboratory for further examination and testing. B.1 "R NE E EEa�N� The rock and rock -like materials encountered in the borings were evaluated with a modified version of the Texas Cone Penetration test. Texas Department of Transportation (TX -DOT) Test Method Tex -132-E specifies driving a 3 -inch diameter cone with a 170 -pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each hammer blow. This method was modified by utilizing a 140 -pound hammer freely falling 30 inches. This results in 350 foot- pounds of energy per blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6 -inch penetration is tabulated at the respective test depths as blows -per -6 -inches on the log of boring. In hard materials (rock or rock -like), the penetrometer cone is driven and the resulting penetration distances are recorded in inches for the first and second sets of 50 blows, for a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the Logs of Boring. Groundwater observations during and at completion of drilling are shown on the Logs of Boring. Upon completion of the borings, the boreholes were backfilled with auger cuttings to ground level. B.1 :ON LABORATORY TESTING Laboratory tests were performed on selected samples retrieved from the borings to evaluate the engineering characteristics of the subsurface materials, and to provide data for developing engineering design parameters. The subsurface materials recovered during the field exploration were described by an engineering geologist or senior staff member in the field and/or the laboratory, and were later refined based on results of the laboratory tests performed. Classification Tests All recovered soil samples were classified and described, in part, using the Unified Soil Classification System (USCS). Visual classification of soils was verified by index testing, including natural moisture content determinations, Atterberg limits determinations, and gradation tests (percent passing the No. 200 U.S. Standard Sieve). All testing was performed in general accordance with applicable American Society for Testing and Materials (ASTM) procedures as follows: Test ASTM Standard Number Atterberg Limits D4318 Percentage of Particles Passing the No. 200 Sieve D1140 Moisture Content D2216 Dry Unit Weight D2167 Unconfined Compressive Strength — Soil D2166 Moisture -Density Relation (Standard Proctor) D698 Swell Test 04546, Method B Hydrometer D7928 Swell Test In the swell test, a sample is placed in a consolidometer and subjected to the estimated overburden pressure. The sample is then inundated with water and allowed to swell. Moisture contents are determined both before and after completion of the test. Test results are recorded as the percent swell, with initial and final moisture content. Detailed swell test results are tabulated in Appendix A. B.2 "R NE E�� EEaN� Unconfined Compression Strength Test - Soil In the unconfined compression test, a cylindrical specimen is subjected to axial load at a constant rate of strain until failure occurs. Strengths determined by this test are tabulated at their respective sample depths on the Logs of Boring. Results of natural moisture content and dry unit weight determinations are also tabulated at the respective sample depths on the logs. Hydrometer Test A representative sample of the material is thoroughly mixed with water and a dispersing agent, and placed into a cylindrical column of water. A sphygmomanometer is used to measure the decrease in density of the soil/water slurry as soil particles settle out of the mixture. The rate in density change is used to determine the particle size distribution of material finer than the No. 200 sieve. B.2 RONE/ Rone Specification 400 LIME STABILIZATION OF COMPACTE CLAYEY SOILS 1. Description Mix and compact lime and water with in -place, pre -compacted clayey soil in order to construct a lime stabilized subgrade in accordance with this specification and as required by the geotechnical report and site design plans and specifications. 2. Materials 2.1 Lime Furnish hydrated (slaked) lime, commercial lime slurry, quicklime, or carbide lime slurry that meets the requirements of DMS-6350, "Lime and Lime Slurry" and DMS-6330 "Pre - Qualification of Lime Sources." Use Do not use quicklime when sulfates are present in quantities greater than 3,000 ppm. When furnishing quicklime, provide it in bulk. 2.2 Water Furnish potable water free of and wastes and other deleterious or objectionable material. 2.3 In -Place Clay Soils In accordance with Rone's geotechnical report. 2.4 Mix Design Rone will provide the required lime mix percentage in accordance with the geotechnical report. 3. Equipment Furnish equipment in accordance with Item 260 of the latest edition of the Standard Specifications for Construction of Highways, Streets and Bridges, Texas Department of Transportation (TxDOT). 4. Construction Construct the lime -stabilized subgrade as required by the geotechnical report and design specifications in accordance with the following construction steps. 4.1 In -Place, Pre -Compacted Grades The in -place clay subgrade must be fully compacted using kneading compaction wet -of the optimum moisture contents in construction in full accordance with Rone's compaction control specifications as provided in the geotechnical report or report addendum, and to the lines and grades required in the project plans and specifications. The moisture states of the finished grades shall have been maintained in accordance with the geotechnical report. 4.2 Preparation of the In -Place, Pre -Compacted Grades Lightly spray the grade surface with water. If visible drying has occurred on the grade surfaces since compaction, spray additional water in those areas as may be needed to establish a 5/19/21 Page 1 of 3 B.3 Rone Specification 400 R INI 5 wetted surface and preserve the wet -of -optimum moisture states established during compaction. Allow soak time before scarifying any areas requiring more significant wetting. 4.3 Scarification Use a road mixer to fully scarify and pulverize the in -place grades to the design stabilization depth. The pre -kneaded clays will pulverize to optimal surface area exposure for lime coating and mixing. Spray any scarified soils that appear visibly dry. The scarified depth must appear visibly well pulverized and moist before application of lime. 4.4 Application 5/19/21 Uniformly apply lime using dry or slurry placement as shown on the plans or as directed. Slurry placement is recommended for most efficient hydration and stabilization. Add lime at the required percentage in accordance with the geotechnical report. Apply lime only on areas where mixing can be completed during the same working day. Start lime application only when the air temperature is at least 35°F and rising or is at least 40°F. Temperatures must be taken in the shade and away from artificial heat. Lime may not be applied during rainfall. Suspend application when weather conditions become unsuitable. Minimize dust and scattering of lime by wind. Do not apply lime when wind conditions cause blowing lime to become dangerous to traffic or objectionable to adjacent property owners. Use of quicklime can be hazardous. Inform users of the recommended precautions for handling and storage. 4.4.1 Slurry Placement Provide lime slurry free of objectionable materials, at or above the minimum dry solids content, and with a uniform consistency that will allow ease of handling and uniform application. Deliver commercial lime slurry or carbide lime slurry to the jobsite, or use hydrated lime or quicklime to prepare lime slurry at the jobsite or other approved location, as specified. When dry quicklime is applied as slurry, use 80% of the amount required. Distribute the prepared slurry uniformly over measured sections of the scarified grades until the specified lime content is reached. Uniformly spread the residue from quicklime slurry over the length of the section being processed. 4.4.2 Dry Placement Distribute the required quantity of hydrated lime or pebble grade quicklime with approved equipment. Only hydrated lime may be distributed by bag. Do not use a motor grader to spread hydrated lime. Page 2 of 3 B.3 Rone Specification 400 5. Mixing RON J Begin mixing within 2 hours of application. Hydrated lime shall not be exposed to the open air for more than 3 hours. When pebble grade quicklime is placed dry, mixing must be done immediately after application. Mixing must be conducted thoroughly and uniformly using a road mixer. Allow the lime mixture to soak, hydrate and flocculate the pulverized clay soil for at least 4 hours and no more than 24 hours. Add water as needed to maintain a moist condition and prevent excessive drying to support hydration and chemical reaction during and after mixing and prior to compaction. Mixed soils should not be exposed to rain prior to compaction. Mixed soils exposed to rain prior to compaction may require full rework with reapplication of lime and remixing. 6. Compaction After 4 to 24 hours, the mixed layer may be compacted. The mixed lift must be fully and uniformly compacted with a footed compactor wet -of the optimum moisture contents generated during compaction in accordance with the compaction specifications provided in the geotechnical report. The footed compactors must be utilized in static mode, without vibration. Full compaction must occur before any heavy rainfall. 7. Finishing Immediately after completing compaction, blade and smooth roll the surface as needed to establish a smooth surface to the required design lines and grades. Add small amounts of water if and where needed during shaping and rolling. 8. Curing Cure the stabilized subgrade for at least 24 hours and as needed to establish a sturdy working surface before traversing with construction traffic and subsequent construction. Maintain moisture as may be needed during curing. END 5/19/21 Page 3 of 3 B.3 APPENDIX C Geotechnical-Engineering Report —�, The Geoprofessional Business Association (GBA) has prepared this advisory to help you — assumedly a client representative — interpret and apply this geotechnical-engineering report as effectively as possible. In that way, you can benefit from a lowered exposure to problems associated with subsurface conditions at project sites and development of them that, for decades, have been a principal cause of construction delays, cost overruns, claims, and disputes. If you have questions or want more information about any of the issues discussed herein, contact your GBA-member geotechnical engineer. Active engagement in GBA exposes geotechnical engineers to a wide array of risk -confrontation techniques that can be of genuine benefit for everyone involved with a construction project. Understand the Geotechnical-Engineering Services Provided for this Report Geotechnical-engineering services typically include the planning, collection, interpretation, and analysis of exploratory data from widely spaced borings and/or test pits. Field data are combined with results from laboratory tests of soil and rock samples obtained from field exploration (if applicable), observations made during site reconnaissance, and historical information to form one or more models of the expected subsurface conditions beneath the site. Local geology and alterations of the site surface and subsurface by previous and proposed construction are also important considerations. Geotechnical engineers apply their engineering training, experience, and judgment to adapt the requirements of the prospective project to the subsurface model(s). Estimates are made of the subsurface conditions that will likely be exposed during construction as well as the expected performance of foundations and other structures being planned and/or affected by construction activities. The culmination of these geotechnical-engineering services is typically a geotechnical-engineering report providing the data obtained, a discussion of the subsurface model(s), the engineering and geologic engineering assessments and analyses made, and the recommendations developed to satisfy the given requirements of the project. These reports may be titled investigations, explorations, studies, assessments, or evaluations. Regardless of the title used, the geotechnical-engineering report is an engineering interpretation of the subsurface conditions within the context of the project and does not represent a close examination, systematic inquiry, or thorough investigation of all site and subsurface conditions. Geotechnical-Engineering Services are Performed for Specific Purposes, Persons, and Projects, and At Specific Times Geotechnical engineers structure their services to meet the specific needs, goals, and risk management preferences of their clients. A geotechnical-engineering study conducted for a given civil engineer will not likely meet the needs of a civil -works constructor or even a different civil engineer. Because each geotechnical-engineering study is unique, each geotechnical-engineering report is unique, prepared solely for the client. Likewise, geotechnical-engineering services are performed for a specific project and purpose. For example, it is unlikely that a geotechnical- engineering study for a refrigerated warehouse will be the same as one prepared for a parking garage; and a few borings drilled during a preliminary study to evaluate site feasibility will not be adequate to develop geotechnical design recommendations for the project. Do not rely on this report if your geotechnical engineer prepared it: • for a different client; • for a different project or purpose; • for a different site (that may or may not include all or a portion of the original site); or • before important events occurred at the site or adjacent to it; e.g., man-made events like construction or environmental remediation, or natural events like floods, droughts, earthquakes, or groundwater fluctuations. Note, too, the reliability of a geotechnical-engineering report can be affected by the passage of time, because of factors like changed subsurface conditions; new or modified codes, standards, or regulations; or new techniques or tools. If you are the least bit uncertain about the continued reliability of this report, contact your geotechnical engineer before applying the recommendations in it. A minor amount of additional testing or analysis after the passage of time - if any is required at all - could prevent major problems. Read this Report in Full Costly problems have occurred because those relying on a geotechnical- engineering report did not read the report in its entirety. Do not rely on an executive summary. Do not read selective elements only. Read and refer to the report in full. You Need to Inform Your Geotechnical Engineer About Change Your geotechnical engineer considered unique, project -specific factors when developing the scope of study behind this report and developing the confirmation -dependent recommendations the report conveys. Typical changes that could erode the reliability of this report include those that affect: • the site's size or shape; • the elevation, configuration, location, orientation, function or weight of the proposed structure and the desired performance criteria; • the composition of the design team; or • project ownership. As a general rule, always inform your geotechnical engineer of project or site changes - even minor ones - and request an assessment of their impact. The geotechnical engineer who prepared this report cannot accept responsibility or liability for problems that arise because the geotechnical engineer was not informed about developments the engineer otherwise would have considered. Most of the "Findings" Related in This Report Are Professional Opinions Before construction begins, geotechnical engineers explore a site's subsurface using various sampling and testing procedures. Geotechnical engineers can observe actual subsurface conditions only at those specific locations where sampling and testing is performed. The data derived from that sampling and testing were reviewed by your geotechnical engineer, who then applied professional judgement to form opinions about subsurface conditions throughout the site. Actual sitewide-subsurface conditions may differ - maybe significantly - from those indicated in this report. Confront that risk by retaining your geotechnical engineer to serve on the design team through project completion to obtain informed guidance quickly, whenever needed. This Report's Recommendations Are Confirmation -Dependent The recommendations included in this report - including any options or alternatives - are confirmation -dependent. In other words, they are not final, because the geotechnical engineer who developed them relied heavily on judgement and opinion to do so. Your geotechnical engineer can finalize the recommendations only after observing actual subsurface conditions exposed during construction. If through observation your geotechnical engineer confirms that the conditions assumed to exist actually do exist, the recommendations can be relied upon, assuming no other changes have occurred. The geotechnical engineer who prepared this report cannot assume responsibility or liability for confirmation -dependent recommendations if you fail to retain that engineer to perform construction observation. This Report Could Be Misinterpreted Other design professionals' misinterpretation of geotechnical- engineering reports has resulted in costly problems. Confront that risk by having your geotechnical engineer serve as a continuing member of the design team, to: • confer with other design -team members; • help develop specifications; • review pertinent elements of other design professionals' plans and specifications; and be available whenever geotechnical-engineering guidance is needed. You should also confront the risk of constructors misinterpreting this report. Do so by retaining your geotechnical engineer to participate in prebid and preconstruction conferences and to perform construction - phase observations. Give Constructors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can shift unanticipated -subsurface -conditions liability to constructors by limiting the information they provide for bid preparation. To help prevent the costly, contentious problems this practice has caused, include the complete geotechnical-engineering report, along with any attachments or appendices, with your contract documents, but be certain to note conspicuously that you've included the material for information purposes only. To avoid misunderstanding, you may also want to note that "informational purposes" means constructors have no right to rely on the interpretations, opinions, conclusions, or recommendations in the report. Be certain that constructors know they may learn about specific project requirements, including options selected from the report, only from the design drawings and specifications. Remind constructors that they may perform their own studies if they want to, and be sure to allow enough time to permit them to do so. Only then might you be in a position to give constructors the information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Conducting prebid and preconstruction conferences can also be valuable in this respect. Read Responsibility Provisions Closely Some client representatives, design professionals, and constructors do not realize that geotechnical engineering is far less exact than other engineering disciplines. This happens in part because soil and rock on project sites are typically heterogeneous and not manufactured materials with well-defined engineering properties like steel and concrete. That lack of understanding has nurtured unrealistic expectations that have resulted in disappointments, delays, cost overruns, claims, and disputes. To confront that risk, geotechnical engineers commonly include explanatory provisions in their reports. Sometimes labeled "limitations,' many of these provisions indicate where geotechnical engineers' responsibilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmental Concerns Are Not Covered The personnel, equipment, and techniques used to perform an environmental study - e.g., a "phase -one" or "phase -two" environmental site assessment — differ significantly from those used to perform a geotechnical-engineering study. For that reason, a geotechnical-engineering report does not usually provide environmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated subsurface environmental problems have led to project failures. If you have not obtained your own environmental information about the project site, ask your geotechnical consultant for a recommendation on how to find environmental risk -management guidance. Obtain Professional Assistance to Deal with Moisture Infiltration and Mold While your geotechnical engineer may have addressed groundwater, water infiltration, or similar issues in this report, the engineer's services were not designed, conducted, or intended to prevent migration of moisture — including water vapor — from the soil through building slabs and walls and into the building interior, where it can cause mold growth and material -performance deficiencies. Accordingly, proper implementation of the geotechnical engineer's recommendations will not of itself be sufficient to prevent moisture infiltration. Confront the risk of moisture infiltration by including building -envelope or mold specialists on the design team. Geotechnical engineers are not building -envelope or mold specialists. GEOPROFESSIONAL • BUSINESS ASSOCIATION Telephone: 301/565-2733 e-mail: info@geoprofessional.org wwwgeoprofessional.org Copyright 2019 by Geoprofessional Business Association (GBA). Duplication, reproduction, or copying of this document, in whole or in part, by any means whatsoever, is strictly prohibited, except with GBAs specific written permission. Excerpting, quoting, or otherwise extracting wording from this document is permitted only with the express written permission of GBA, and only for purposes of scholarly research or book review. Only members of GBA may use this document or its wording as a complement to or as an element of a report of any kind. Any other firm, individual, or other entity that so uses this document without being a GBA member could be committing negligent GC -6.09 Permits and Utilities THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH CA TTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 105370 Revised July 1, 2011 --na — — `JNISSOH10 S.NVA3111V0 l7 F 3 wm.����m m3u rn (n m Z e w 8 Z tai w W O .� I U H = O X W o y Z oLi- w rw �ao�� gF o O vJ �o J 4� o o og Vo o J Q 33R o3W o ° U � iY � 3 iz g = w o - w I III \ �w /, ___ ml m l / / ` mc�i uay urc ////// / ar �, I \ /11/ &__ ' Nc dam F % / i.,l 11 II 1cJ. �r 1 111111 @rc �I& F rcrc� 11I \ 11 111 II. 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O a C '7 ;� G C U O � . 2 > C fs C o U o v O. 0- 55 m e i0 m >, o O.a) _ n• C O CE is C CE `1 W N a u N 0 0 v O. o d Y N\ 22 N 2 -O a -O a1 O v Ri O '- ate+ W iVfl d Q Q- F a H a, a) z O E LL O O O 1 N N N N 0^0 N W O C 19 U 00 � � N C U_ CO O ° O a E a CO o 55 u U T C C v O m .O Ln ci Q 0 c o x o a U, > w a U N u N OO y C u c c 0 N C W d a aJ y O •� F O Z U C j a w N a E o mvmmx�; ._ 5ar a FORT WORTH wi-vw.fortwor•thtexcrs. gov DECISION LETTER OF THE CITY OF FORT WORTH PLAN COMMISSION This letter serves as official notice under Texas Local Government Code Section 212.001, et. seq., that your PLAT for PP -21-064 was reviewed and CONDITIONALLY APPROVED by the City Plan Commission per Resolution 1- 09-2021 on the 13th DAY OF OCTOBER, 2021. The reasons are as follows: City Plan Commission approved the following: 1) Approved a Subdivision Ordinance waiver to allow one stub -out (Little Prairie Trail) to not be extended to the property boundary; 2) approved a Subdivision Ordinance waiver to allow Park Ridge Trail to function as emergency access to the subdivision to the south, which is located in the County, 3) Approved a Subdivision Ordinance waiver to allow one block face (Block B) to exceed the maximum 1,320 feet; and, 4) Conditionally approved the preliminary plat upon meeting the attached platting comments. You may submit a written response that satisfies each of the conditions for the conditional approval or remedies each reason for disapproval provided above. All revisions to the plat or plan that serve as a written response or remedy must comply with all laws and the City codes, ordinances, policies, rules, regulations, and design criteria. 10/13/2021 Date Don Boren, Chairman City Plan Commission 10/13/2021 (1t/J, Date Mary Elliott, Exe tive Secretary City Plan Commission Development Services Department, Platting, 200 Texas Street, Ft. Worth, TX 76102, (817) 392-8027 FORTWORTH., Conditions and Comments Case: PP -21-064 Submitted: 8/23/2021 Title: Cattleman's Crossing Remarks Due: ZC Hearing: Case Status: In Review Case Description: Cattleman's Crossing is a proposed 171+/- AC Tract located just south of the HWY 287 & Bus HWY 287 intersection. Address: Acres: Applicant: Owner: List of Conditions: GENERAL General •This application corresponds to August 23rd deadline day. PLAN REVIEW Gas Well • 9.20.21: CLEARED - Revised plat has the gas well and lift compressor setbacks shown and labeled. Need to show and label gas well setbacks for gas well site located in the northeast corner outside the project area: 300' setback for protected uses and public buildings and 200' setback for habitable structures. Gas well site located at the northwest corner of the project area has a lift compressor, therefore a 200' setback needs to be shown and labeled for all protected uses, public buildings, and habitable structures. PLATTING Fire • FWFD - (Lt. Donna York, donna.york@fortworthtexas.gov) CLEARED 09/22/2021 1. Correct US Business 287 to Saginaw Blvd. CLEARED 09/22/2021 2. Correct US Highway 287 to NW Highway 287 SB SR 3. FYI: Bates Aston Road, Park Ridge Trail, and Little Prairie Trail are existing and correct. 4. FYI: Little Prairie Trail and Park Ridge Trail are existing and correct but should be continuations into this plat. CLEARED 09/22/2021 5. Correction required: Gas Well Setback for Enervest Energy Institutional along northern border of plat: A. Show 300' Building Setback radii from each gas well bore and label: "300' Building Setback for Protected Use and Public Building Structures". B. Show 200' Building Setback radii from each gas well bore and label: "200' Building Setback for Habitable Structures" FYI: several lots fall within the gas well setbacks IFC 2015/CFW Adopted Amendments Jan 1, 2017 Section 5706.3.1.3.3 Existing Gas Wells 6. FYI: Cul-de-sac required to be marked as a minimum of 100 feet diameter. IFC 2015/CFW Adopted Amendments Jan 1, 2017 Section 503.2.5 Fire Lane Specifications 7. FYI: Streets within this subdivision will need to be named on the final plat/s. All street names in the City of Fort Worth must be approved by the Fire Department. Email FWFDStreets@fortworthtexas.gov to request approval for street names prior to FINAL PLATTING. Please include the subdivision name and plat number in the subject line. Approved streets are reserved for 6 months. Extensions are possible but will be subject to review for each 6 month period. 8. FYI: Two points of access are required for Final Plats having more than 30 lots. Approved preliminary plats must be phased such that they do not violate this ruling. IFC 2015/CFW Adopted Amendments Jan 1, 2017 Section 503.1.2 Secondary Access FYI COMMENTS: Street name errors that result from changes/additions to revisions occurring after a plat is approved by fire may result in rejection of signature/stamp for recording. Any new address, suite address, or any other permanent address must be approved by the Addressing Division of the Bureau of Fire Prevention. Any changes to existing addresses must be approved as well. Addresses must be posted in a manner that complies with the current City of Fort Worth Fire Code. DO NOT SELF ADDRESS YOUR PLAT or property. All plats within the city limits of Fort Worth will be addressed by the FWFD Fire Addressing Division AFTER recording of the plat at the county courthouse. Plats will be addressed once we receive a copy of the plat after recording. All plats will be addressed in the order in which we receive them. Most plats will be addressed and posted to the City of Fort Worth Plat Directory within 10 business days of being recorded. Failure to recognize violations of the fire code by the fire code official does not waive the requirement of meeting minimum requirements of the fire code in the future. It is the applicant's and the owner's responsibility to meet all minimum fire code requirements at all times. The City of Fort Worth has adopted the 2015 International Fire Code as its current fire code at the time of this review. The City of Fort Worth also has adopted amendments (January 1, 2017 version) to this code. The Fort Worth Fire Code Amendments can be found online at www.fortworthtexas.gov/Fire/ (click on Bureau of Fire Prevention) PACS •A Neighborhood parkland dedication is required. Minimum dedication is 5.4210 acres. 25% of the dedication is to be out of the floodplain and contiguous. Land with slopes greater than 10% will not be considered. Lots in the subdivision are to be a 10 minute walk (a 1/3 mile radius) from parkland per the 2019 Neighborhood and Community Park Dedication Policy. Submit a walkability study with proposed parkland locations for discussion. Contact Lori Gordon(lori.gordon@fortworthtexas.gov) with questions Planning • Development Services Lynn Jordan 817-392-2309 lynn.jordan@fortworthtexas.gov (FYI) {Please be advised to wait for all departments review comments before submitting a revision to address them all at one time. Revisions are subject to additional fees. Please email me and include Diana Lopez diana.lopez@fortworthtexas.gov when a revision has been submitted}. 9-24-21 for the DRC meeting on 9-27-21 be prepared to talk about the revised plat in relation to block lengths, stubs, connectivity and provide a txdot letter on access. For the DRC meeting be prepared to talk about the block lengths in relation to Street A, Street B and as it comes around to Street L in relation to [SO. Sec 31-106(20)(d)(2)] lots less than 150 feet in width shall have a maximum block face of 1,320 feet; Internal Connectivity [SO. Sec 31-101(d)]; and extension of stub outs with adjoining streets [SO. Sec 31-106(c)(7)] 1. Urban Local streets shall be extended to the subdivision boundary to connect with adjoining streets or, where no adjacent streets are available for such connection, to allow for the future connection with adjoining un-platted property. [SO. Sec. 31-106(c)(7)]. A redesign or waiver will be required from the City Plan Commission. 2. (Cleared 9/10/21) The internal connectivity index must be a minimum of 1.4 [SO. Sec. 31-101(d)] Provide the connectivity index number on the plat if less than 1.4 A redesign or waiver is required from the City Plan Commission. 3. Standard public and private local streets that serve urban lots, less than 150 feet in width, shall have a maximum block face of 1,320 feet. [SO. Sec 31-106(20)(d)(2)] Along Block B, Streets A, B, L and E, F exceed the block length. A redesign or waiver is required from the City Plan Commission. 4. (Cleared 9/10/21) (FYI) Reference the plat case number PP -21-064. 5. (Cleared 9/10/21) (FYI) Show 10' x 10' triangular public open space easement (POSE) on each side of the driveway turnout section with a dedicated street. 6. Ingress/Egress is being provided by US Business 287, has there been any talks with TxDot about access, if so provide a letter from TxDot. 7. (FYI) Show boundary of existing tree canopy. 8. (FYI) Show areas of open space, homeowners association lots and park land dedications. 9. (FYI) Some lots appear to be in the gas well setback and may be unbuildable. Public Franchise Utility • Oncor I PMDS - Jimmy B. Conner Please have the customer review the attached plat. I marked up a location that Oncor still has a line on serving an old home. I am sure this will be removed but until it is it will need to show on the plat. everything else looks great. (See documents for Oncor mark-ups) T/PW Engineering .Transportation (Armond Bryant, 817-392-8702, Armond.Bryant@fortworthtexas.gov). 1. ROW Dedication: Dedication of 5 +/- feet of right-of-way is required for Saginaw a Commercial Connector. 2. The extension of Little Prairie and Park Ridge is required in accordance with the subdivision ordinance (31-102-2). Final Plat Notes: -CFA (Ch. 31-131) - Community Facilities Agreement required for streets (to include border streets, alleys and access easements), lights, signs, sidewalks, and drainage improvements. -TXDOT Permit - TXDOT permit is required for work in and along State ROW. Street connections to TXDOT ROW is contingent upon TXDOT approval. New access to and/or sidewalk improvements to US 287 and Saginaw Blvd. will require a TXDOT permit. TxDOT has updated their policies regarding sidewalks. A 10ft. shared path is required along frontage roads in most instances. -Master Thoroughfare Plan (MTP): The project is adjacent to an arterial identified on the MTP. The proposed alignment of the arterial shall be included in the project. The new classification(s) are as follows: • The cross section assignment for Saginaw designates it as a CCO-L3-T0-NTMS-P0-BOP (130) o Saginaw is a Commercial Connector with 3 lane(s) in each direction 10 ft. sidewalks with a standard median (130 ft.) -Sidewalks: Sidewalks are required on all public and/or private city streets. Pedestrian mobility is a priority for the City of Fort Worth as identified within the Blue Zones Project and the Active Transportation Plan. A 10ft sidewalk is required along Saginaw and 5ft sidewalk is required within the development. A 10ft. shared path was included on the adjacent commercial development along the US 287 frontage road within a public use easement. The extension of this would provide pedestrian connectivity within this corridor. T/PW Storm water related to DS -21-0075 1. Has Oncor agreed to share their existing 100' electric easement with the variable width DE on the northwest corner of site? REMOVED DE FROM EASEMENT - CLEARED - RNS - 9/30/21 2. include FEMA effective statement {NOT ADDRESSED} 3. 65' UE must be exclusive DE or DE and SSE/WE. CLEARED - RNS - 9/10/21 4. DE on lot 1X must be continuous to cover culvert connection between ponds, please revise. CLEARED - RNS - 9/10/21 5. DE must extend at least 25' beyond end section and it appears the DE on Lot 1X and 8X would need to extend to the ROW to cover the culverts. Please review all DE and ensure all public infrastructure is properly protected. CULVERTS REMOVED - RNS - 9/30/21 6. show the DE for the outfall pipes within the 100' Oncor easement and see comment #1. Permission or clearance from Oncor must be provided prior to drainage study approval. If Oncor does not permit you may need to reconfigure some lots. {NOT ADDRESSED - LOT 8X V. W. D. E. LOOKS TO NARROW TO CONTAIN THE 30 " RCP, A 4'X3' RCB, AND 4, 4'X4' RCB'S; UPDATED EASEMENT} CULVERTS REMOVED - RNS - 9/30/21 7. the variable width DE appears very close to several lots, please note that no part of the DE may encroach on a residential lot. CLEARED - RNS - 9/10/21 8. it appears existing lots along Prairie Ridge drain to the site. Is a private facility planned on lot 67x? if so, please confirm existing pipeline easement(s) allows a private facility within their easement and show the private DE on the plat. {NOT ADDRESSED - APPLICANT PLANS TO CONTACT FOR ENCROACHMENTS PRIOIR TO HB3167 1ST SUB} CULVERTS REMOVED - RNS - 9/30/21 9. FYI, outstanding DS comments must be resolved prior to HB3167 IPRC 1ST SUB construction plan submittal. FYI - SWFMA will be required, must be recorded prior to precon Transportation Impact • FYI Comments: • The project is located in Transportation Impact Fee Service Area B • The project does not qualify for discounts. • The approval date of the final plat will determine the applicable collection rate for building permits Water • Plat case review Performed On: 09/10/2021 You may address hold comments by emailing: DSWS@fortworthtexas.gov Note: All revisions requested per our initial review to the proposed plat document must be submitted to Platting department. Staff will upload revised plat and notify our department. If this is an electronic submittal, you must still contact the platting office when you have uploaded the document, otherwise we will not be notified. Please be advised to wait for ALL departments review comments before submitting a revision to address them all at one time. Revisions are subject to additional fees. Thank you for your understanding. Platting Department contact info: 817-392-8027 All comments based on Installation Policy and Design Criteria for Water, Wastewater and Reclaimed Water. To view Policy visit http://fortworthtexas.gov/standards/#waterdesign All comments for preliminary plats are considered FYI and will be "holds' on final plat submittal. - No Permanent Structure note required on plat face - P.R.V note required on plat face - Water Impact Fee note required on plat face - Provide Sanitary Sewer Loadings / Water Demand Provide sanitary sewer loadings/water demand at Final Plat. Loadings need to be reviewed and accepted prior to submitting for Infrastructure Plan Review (IPRC) pre -submittal meeting. Results may trigger water/sewer upsizing. Contact: Reza Broun 817-392-8073 or Mark Wilson 817-392-6149 You may submit your study by email to WPD@fortworthtexas.gov - Extend water and sewer outside development frontage - Water and Sewer Extension is required by (CFA) - Per City accepted construction plans Water and Sewer extension across frontage to every proposed lot is required - will need to be under pavement: provide a community facilities agreement for the water improvement as necessary to serve the subject property. No water/sewer in side or back of lots per Subdivision Ordinance. Per Policy and Design Criteria for Water, Wastewater, and Reclaimed Water Infrastructure May 2019 (3.3.1) - Provide adequate water/sewer exclusive easements to match city accepted construction plans per the Installation Policy and Design Criteria for Water, Wastewater, and Reclaimed Water Infrastructure May 2019. Offsite easements and or easements by separate instrument need to have recording information shown on plat before hold can be cleared. Plat will be reconciled with reviewed and accepted plans to make sure all easement are correct before hold can be cleared. minimum 15' exclusive water easement, minimum 15' sanitary sewer easement, or minimum shared 25' exclusive water and sewer easement For all mains with depths greater than 10 feet, the following equation will apply (Depth of Pipe) x 2) + (O.D. of Pipe) + (2 Feet) = Easement Width/ Width is rounded up to nearest 5 feet. Per Policy and Design Criteria for Water, Wastewater, and Reclaimed Water Infrastructure May 2019 (3.8.8) - No water and sewer lines and easement in detention ponds - Water masterplan future 24" water will come from Crumb Elevated tank south, will need to dedicate easement minimum 25' exclusive water easement - Any utilities crossing water and sewer lines and their easement will need to apply Encroachment Agreement - Rec ID 820 Sewer Basin M-618 holds a sewer per acre charge of $354.73 per acre 171.551 acres x 354.73 = $60,854.29 Two percent (2%) annual cost adjustment for pro -rata fees after January 1st Per Ordinance 23708- 06- 2019 Zoning . Lynn Jordan 817-392-2309 (FYI) The zoning request for "A-5" (ZC-21-107) went to Zoning Commission on August 11, 2021, recommended for approval and scheduled to be heard by the City Council September 14, 2021. (FYI) There are several lots within the development that have projected setbacks across them and may be unbuildable, a variance from the BOA would be required should they not be reconfigured. UTILITY Planning • Please have the customer review the attached plat uploaded to accela. I marked up a location that Oncor still has a line on serving an old home. I am sure this will be removed but until it is it will need to show on the plat. everything else looks great. Jim Jimmy B. Conner Oncor I PMDS Cell: 817.470.6399 jimmy.conner@oncor.com List of Comments: GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH CA TTLEMANS CROSSING PHASE 3.1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN: 105370 Revised July 1, 2011 0000000aos000000000000000000000s0000000000000<<<<g mam ��gb�gb�qb�qbbbbbbb m v m 0 O N w 0 0w 00 ww 00 in O 3 � 3 33 33 3 0oW H F, vv v. ovv�NUv aNN N OC� Cm.J Saa oOm'36.U3 rUNNOOI3 r,ww000m HH OOOON ma4 a4- O �U`r `wy `ay `wy `ay `ay��a �C�UUmaan uO mwMM.t ry 0 c o c m o H H H U V o- O._ Sa Sa m m m m d[C W W 0 0U UU L U 0 W W'SIx q7 .a� � � � $' �z aa0 CC HHHF H aoa00000aoa0000000000000000000000000ca H AMACCOC CCO i? . ,x . 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CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 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 3305 13 Urethane Hydrophilic Wotorstop Asahi Kogyo K.K. Adeka Ultra -Seal P-201 ASTM D2240/D412/D792 04/26/00 3305 13 Off et Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 3305 13 Profile Gasket for 4' Diam. MH. Press -Seal Gasket Corp. 250-4G Gasket ASTM C -443/C-361 SS MH 1/26/99 3505 13 HDPE Manhole Adjustment Rings Ladtech Inc HDPF Adjustment Rico Traffic and Non -traffic area 5/13/05 3305 13 Manhole External Wrap Cenusa - CPS Wra idSeal Manhole Encapsulation Syntem Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/131 1/26/99 3339 13 Fiber lass Manhole Fluid Containment Inc. Flowtite ASTM 3753 Non -traffic area 08/30/06 3339 13 Fiberglass Manhole L.F. Manulketurin Non -traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) 3305 13 Manhole Frames and Covers I 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) 3305 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. 3305 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 3303 13 Manhole Frames and Covers Neenah Foun R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 3305 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 3305 13 Manhole Frames and Covers Sigma Corporation MH-144N 3505 13 Manhole Frames and Covers Sigma Co oration MH-143N 3305 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" die. 3305 13 Manhole Frames and Covers Neenah Casting 24" dig. 10/31/56 3305 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 3305 13 Manhole Frames and Covers Saint-Gobain Pipelines Pamrex/rexus RE32-REFS 30" Dia. 01/31/06 3305 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia. 11/02/10 3305 13 30" Dia. MH Ring and Cover Si ma Corporation MH1651 FWN & MHI 6502 30" Dia 07/19/11 3503 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia 08/10/11 3305 13 30" Dia. MH Pine and Cover Accucast 220700 HenryDutywith Gasket Ring 30" Dia 10/14/13 3303 13 30" Dia. MOORing 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 3405 13 30" Dia. MH Ring and Cover (Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. 12/05/23 3403 13 30" Dia. MH Ring and Cover(Hinged & Lockable) CI SIP Industries 4267 WT - Hinged (32") ASTM A 48 30" Dia. 09/16/19 3505 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Hint 30" Dia. 10/07/21 3405 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) 3305 13 Manhole Frames and Covers Pont-A-Mousson Pamti ht 24" Dia. 3385 13 Manhole Frames and Covers Neenah Canting 24" Dia. 3305 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. 3385 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 3303 13 Manhole Frames and Covers Accucast RC -2100 ASTM A 48 24" Dia. 04/20/01 3305 13 Manhole Frames and Covers SIP Semm ore 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) 3539 10 Manhole, Precast Concrete Hydra Conduit Corp SPL Item #49 ASTM C 478 48" 3339 10 Manhole, Precast Concrete Well Concrete Pie Co. Inc. ASTM C-443 48" 09/23/96 3339 10 Manhole. Precast Concrete Concrete Product Inc. 48" LD. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 12/05/23 3339 10 Manhole Precast Concrete The Tamer Company 72" I.D. Manhole w/ 32" Cone ASTM C 478 72" 05/08/18 3530 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 09/03/24 3339 10 Manhole, Precast Concrete Oldcastle Precast Inc. Manhole, 32" Opening and Flat top, (No Transition Cones) ASTM C 478 48" 10 84" I.D. 06/09/10 3339 10 Manhole. Precast Reinforced PetytoerlCoecretg US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" 10 72" 09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pie 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 Pie and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole Precast (Reinforced Pelyreerl 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 Pol er Concrete P3 Polymers, RockHardse 48" & 60" I.D. Manhole w/32" Cone 04/28/07 Manhole, Precast Reinforced Pot rer Concrete Amitech USA Meyer Pol erete Pipe 02/04/26 33 39 20 Manhole Precast Concrete Thompson Pipe Group 48" 60", 72" I.D. Manhole w/36" Cone Sewer —(WAC) Wastewater Access Chamber 33 39 40 12/29/23 33 39 20 For use when Std.. MH cannot be Wastewater Access Chamber Qeickutreans Solutions, Inc.. Type 8 Maintenace Shaft (Poopiti installed due to depth Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious o El -14 Manhole Rehab Systems Quadm 04/23/01 EI-14 Manhole RehabSystems Standard Cement Materials, Inc. Refiner MOP El -14 Manhole Rehab Systems AP/M Permalerm 4/20/01 EI-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 El -14 Manhole Rehab System (Liner) Triplex Lining System MH re air product to stop infiltration ASTM D5813 08130/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use ' From Original Standard Products List FORT WORTH-.. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Rehab Svstems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Sproyrog, Spray Wall Poly,crcthmso Coating ASTM D639/D790 12/14/01 Coaling for Corrosion rotection Exterior ERTECH Series 20230 and 2100 (Asphs6c Emulsion) Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Are 791, SIHB, SI, 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 16,3339 10, 33 3920 Coosiac for Corrosion otec6on Exterior Sherwin Williams RR&C Dampproofing Non-Pibcred Spray Crude (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only 02/04/26 Exterior Precast Joint Seal Wra idseal Exterior Sealant Tape/Shrinkwrap Does not replace rubber gasket or Ram-Nek Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) 3305 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. 3303 13 Manhole Insert South Western Packaaing Made to Order - Plastic ASTM D 1248 For 24" dia. 3305 13 Manhole Insert Noflow-laflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 3303 13 Manhole Insert Southwestern Packing & Seals Inc. LifnSaver - Stainless Steel For 24" dia. 09/23/96 3305 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 Casio Spacers Pipeline Seal and Insulator Coated Steel Casing Spacers Up to 48" 05/10/1 l Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up 10 48" 03/19/18 Casing Spacers BWM SS -12 Casing Spaeer(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 3305 13 Casing Spacers CCI Pipeline Systems CSC12, CSS12 09/03/24 3305 13 Casing Spacers Rani (Completely HOPE) Per Manufacturers Requirements (Sewer Applications Only) 8" - 12" (Sewer Only) Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) 33 11 l0 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thrn 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thou 30" 08/24/18 33 1 1 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C 150, C 151 4" thou 30" " 331110 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA Cl 5(1, Cl 5) ° 331110 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150. C151 Water & Sewer -Utility Line Marker (08/24/2018) Sewer - Coatin s/E ox 33-39-60 (01/08/13) 02/25/02 EposEposy Lining System Sauereisen, Inc SewerCard210RS LA County #210-1.33 12/14/01 '°.povy 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 Castings for Corrosion Protection Chesterton Arc 791, StUB SI, 82 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatines/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02 Com osite Bod 2" Sewer - Pipes/Concrete E 1-04 Cone. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 E1-04 Conc. Pie, Reinforced llsalro Conduit Corporation Class Ill T&G SPL Item #77 ASTM C 76 E1-04 Conc. Pipe, Reinforced Hanson Concrete Products ASTM C 76 E 1-04 Conc. Pie, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pipe Enlar ment System (Method)33-31-23 01/18/13 PIM System PIM Corporation polyethylene PIM Corp., Piscata Way, N.J. Approved Previously McConnell Systems MuLat Construction Pol eth lane Houston,. Texas Approved Praviecaly TRS Systems Trenchless Replucomont System Polyethylene Calgary, Canada Approved Previously Sewer- Pipe/Fiberglass Reinforced! 33-31-13(1/8/13) 7/21/97 3331 13 Cent. Cast Fiber lass FRP Unitas Pipe USA Inc. Hobas Pipe on -Pressure ASTM D3262/D3754 03/22/10 33 31 13 Fiber lass Pipc (FRP) Ameron Bondstrand RPMP Pipe ASTM 03202/03754 04/09/21 33 31 13 Glass -Fiber Reinforced Polymer Pipe FRP) Thompson Pipe Group Thomson Pipe (Plaweitel ASTM D3262/D3754 03/07/23 33 31 13 Fiber lass Pie (FRP) Future Pipe Industries Fibersteeng FRP ASTM 03262, ASTM 03681, ASTM 04161. AWWA M45 09/03/24 33 31 13 Fiberglass Pipe (FRP) Superlit Born Sanayi A.S. Superlit FRP ASTM 03262, ASTM 03517, ASTM 3754, AWWA C950 " From Original Standard Products List FORT WORTH-: CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size * From Original Standard Products List FORT WORTH-.. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Sewer - Pipe/Polymer Pipe 4/14/05 Polymer Modified Concrete Pipe Antioch USA Meyer Pol Crete Pipe ASTM C33, A276, F477 8" to 102", Class V 06/09/10 El -9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pie ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) 'tigh-drnuity polyethylene pipe Phillips Drisco i e, Inc. O ticore Ductile Polyethylene Pipe ASTM D 1248 8" Hi h -density polyethylene pipo Plexco Inc. ASTM D 1248 8" 1-ligh-deosity potyettsyleoe pipe Polly Pipe, Inc. ASTM D 1248 8" qich-donsity polyothyleor pipe CSR Hydro Conduit/Pipeline Syntosos McConnell Pie Enlar ement 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 Jetstreem 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" thin 12" Sewer — Pipes/PVC* 33-31-20 (7/1/13) o 33-31-20 PVC Sewer Pie J -M Manufacturin Co. Inc. JM Eagle) SDR-2b P5115 ASTM D 3034 4" - 15" 12/23/97" 33-31-20 PVC Sewer Pie Diamond Plastics Co oration SDR-26 PSI 15 ASTM D 3034 4" thru 15" 33-31-20 PVC Sewer Pipe Lamson V loo Pipe SDR-26 (PSI 15) ASTM D 3034 4" thru 15" 12/05/23 33-31-20 PVC Sewer Pie Vin leech PVC Pipe SDR-26 PS115 ASTM 03034 4" thin 15" 12/05/23 33-31-20 PVC Sewer Pie Vin )tech PVC Pie Gravity Sewer PS 115 ASTM F 679 18" 33-31-20 PVC Sewer Pie 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-1 784, etc 4" - 15" # 33-31-20 PVC Sewer Fittings Plastic Trends, Inc.(Westlake) Gasketed PVC Sewer Main Fittings ASTM U 3034 3/19/2018 3531 20 PVC Sewer Pipe Pi elite Jet Stream SDR 26 S 115) ASTM F679 18"- 24" 3/19/2018 5331 20 PVC Sewer Pipe Pipelife Jet Stream OUR 26 ASTM D3034 4"- 15" 3/29/2019 3331 20 Gasketed Fittings (PVC) GPK Products, Inc. SDR 26 ASTM D3034 4"- 15" 10/21/2020 3331 20 PVC Sewer Pipe NAPC Westlake) SDR 26 ASTM D3034 4" - 15" 10/22/2020 3331 20 PVC Sewer Pie Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pipe NAPCO Westlake SDR 26 PS l 15 ASTM F-679 18"- 36" 2/4/2026 33 31 20 PVC Sewer Pipe Hawk Plastics Corp. SDR 26 ASTM 03034 4"- I5" a From Original Standard Products List FORT WORTH-.. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Appurtenances 33-12-10 (07/01/13) 09/03/24 33-12-10 Double Strap Saddle Ford Meter Box Co., Inc. 202B I"-2" SVC, op to 16" Pipe 01/18/18 33-12-10 Double Strap Saddle Rome 202NS Nylon Coated AWWA C800 1"-2" SVC, op 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 610SM,6100MT & 610MT 3/4" and 1" 10/27/87 Cub Stops -Ball Meter Valves McDonald 4603B, 4604B, 6I00M, 6100TM and 6101M I V" and 2" 5/25/2018 33-12-10 Cub Stops -Ball Meter Valves Ford Meter Box Co. Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA O800 2" 5/25/2018 33-12-10 Curb Stops -Boll Meter Valves Ford Meter Dec Co. Inc. FB600-6-NL, FBI600-6-NL. FV23-666-W-NL, L22-66NL AWWA O800 1-1/2" 5/25/2018 33-12-10 Cub Stops -Boll Meter Valves Ford Meter Box Co., Inc. FB600-4-NL, FBI600-4-N L, B I I -444- W R -N L, B22444-WR-NL, L28-44NL AWWA C800 1" 5/25/2018 33-12-10 Cub Steps -Ball Meter Valves Mueller Co., Ltd. B -25005N, 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-20205N-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 -20205N -3,H -15000N, H- 15530N AWWA C800, ANSE 61, ANSI/NSF 372 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1 "-2" Taps on op to 12" 0/5,'21/12 33-12-25 Tapping"'apping Sleeve Coated Steel JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Oct 03/29/22 33-12-25 Tapping"npping Sleeve (Coated or Stainless Stroll JCM Industries, Inc. 415 Topping Sleeve AWWA C-223 Concrete Pipe Orly 05/10/11 Tapping Sleeve Stainless Stroll Powerseal 3490AS Flan e & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve Coated Steel Romac FTS 420 AWWA C-223 U to 42" w/24" Out 02/29/12 33-12-25 Tapping"Stpping Sleeve Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 "upping Sleeve (Stainless Stool) Roman SST III Stainless Steel AWWA C-223 Up to 30" w/12" Oct 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clam 4" to 30" Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW37C-12-IEPAF FTW Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW39C-12-)EPAF FTW 08/30/06 Plastic Meter Box w/Com osite Lid DFW Plastics Inc. DFW65C-14-IEPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID -9 Concrete Meter Box Bass & Bays CMB-1 O -Dual 1416 LID -9 Concrete Meter Box Bass & Has CMB65-B65 1527 LID -9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) None Water - Combination Air Release 33-31-70 (01/08/131 • El -I1 Ccmbination A e Release Valve GA Industries, Ion. 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" I" & 2" E1-11 Combination Air Release Valve Valve and Primer Carp. 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 HHydrant American-Dar)in Valve Drawing Nos. 90-18608 94-18560 AWWA C-502 03/31/88 E-1-12 Barrel Fire Hydrant American Dueling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing Na. 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 Hant ITT Kennedy Valve Shop Drawing Na. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve CompanyCompuey Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Compass Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 EI-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. Pie & Faun Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 DryBarrol Fire Hydrant American Flow Control )AFC) Waterous Pacer WB67 AWWA C-502 08/12/16 33-12-40 flryBarral Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 El01-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersry Magnolia Drive Vertical AWWA C701 Class 1 3/4" - 6" ' From Original Standard Products List FORT WORTH-.. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Pipes/PVC (Pressure Water) 33-31-70 01/08/13 12/05/23 33-11-12 PVC Pressure Pipe Vin ltech PVC Pipe DR14 AWWA C900, AWWA C605, ASTM Dl 784 4"-16' 12/05/23 33-11-12 PVC Pressure Pipe Vin (tech PVC Pipe DRIB AWWA C900, AWWA C605, .ASTM D1784 l6"-18" 09/03/24 33-I1-12 PVC Pressure Pipe Northern Pipe Products DR14 AWWA C900, AWWA C605, ASTM DI 784 4"-16" 09/03/24 33-11-12 PVC Pressure Pie Northern Pipe Products DR18 AWWA C900, AWWA C605, ASTMD1784 16"-18" 3/19/2018 331112 PVC Pressure Pie Pi elite Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 331112 PVC Pressure Pipe Pi elite Jet Stream DR18 AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pie Diamond Plastics Corporation DR 14 AWWA C900 4"-I2" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Co ration DR 18 AWWA C900 l6'-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 1 1 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 l6"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 331112 PVC Pressure Pipe NAPCO(Westlake) DR18 AWWA C900 16"- 24" 9/6/2019 33 1112 PVC Pressure Pipe NAPCO(Westlake) DR14 AWWA C900 4"- 12" 9/6/2019 33 1112 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 EI-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & CI 10 E 1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 o E)-07 Ductile Iron Fittings McWane/T ter Pie/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C III 08/11/98 E 1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 EI-07 MJ Fillings Accucast Class 350 C-153 MJ Fittings AWWA C153 4"-12" 05/14/98 EI-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flan Uni-Flange Series 1400 AWWA CII I/C153 4" to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flan a Uni-Flange Series 1500 Circle -Lock AWWA Cl I I/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AS/WA CII1/Cl I6/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 Cl 11/Cl 16/C153 4" to42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megelug Series 2000 (for PVC Pipe) AWWA Cl 11/Cl 16/C153 4" 10 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands/PVC) Sigma, Co. Sigma One-Lok SLC4 - SLCIO AWWA CII I/C153 4" to 10" 03/06/19 33-11-I1 Mechanical Joint Retainer GlandsPVC Sigma, Co. Sigma One-Lok SLCS4- SLCS12 AWWA CIII/CL53 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands PVC Si to Co. Sigma One-Lok SLCE AWWA CI I l/C153 12" 80 24" 08/10/98 E1-07 MJ Finings(DIP)Sigma, Co. Sigma Our-Lok SLDE AWWA C153 4" - 24" 10/12/10 01-24 Interior Restrained Joint System S & B Techncial Products Bulldog System) Diamond Lok 21 & JM Eagle ASTM F-1624 4" to 12" 04/07/69 Interior Restrained Joint System Halter Hydrogrip-R ASTM D395, D412, D471, D573, D883, D1149, O1229, O1349, D1414, D1415, D1566, F913 4'-12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries Seram ore Mechanical Joint Fittings AWWA C153 4" 10 24" 11/07/16 33 -I1 -I I Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AWWA CI l l 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-I 1-11 Mechanical Joint Retainer Glands SIP Industries Seram or EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA CIII I 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 Cl II 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 CIII I 16-24" * From Original Standard Products List FORT WORTH-.. CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated:2-26-26 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water - Pines/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Volvo w/no Gears American Flow Control Series 2500 Donning #94-25247 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 Wed a 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 El -26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seeded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller El -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 ('515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 Art/WA C515 42" and 48" 01/28/88 E1-26 Resilient Wed a Gate Valve Clow Valve Co. AWWA 0509 4"- 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" 11/08/99 EI-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 El -20 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 -stem, 4" - 12" El -26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co. Menaseal 250, rewremeats SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve E7 (East Jordan Iron Works) El FlowMaster Gate Valve & Boxes Remove Matco 225 MR 2-4-26 Water - PipesNalves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) El -30 Rubber Seated Butterfly Valve HenryPratt Co. AWWA C-504 24" E1-30 Rubber Seated BaOerily 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 Coep. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 El -30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 331221 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30-54" 09/03/24 33 1221 Rubber Seated Butterfly Valve American AVK CompanyCompaay AWWA C504 Battorfip Valve Class 250B AWWA C-504 24" - 48" 02/04/26 331221 Rubber Seated Butterfly Valve Mueller Water Products Pratt XS-70W/Segmented. Seats AWWA C-504 24"- 54" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/12/05 El -13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWAC105 S and LLD 05/12/05 El -13 Polyethylene Encasment Mountain States Plastics(MOP) and AEP Ind. Standard Hardware AWWAC105 8 it LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Ballatrana by Cowtown Bolt & Gasket AWWAC105 8 mil LLD 09/06/19 33-I1-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD Water - Sampling Station 03/07/23 33 1250 Water Sampling Station Ku ferle Foundry Company Eclipse. Number 08, 12 -inch Depth of Bury As shown in spec. 33 12 50 Water - Automatic Flusher 10/21/20 Automated Flashing System Mueller Hydroguard HG6-A-IN-2-BRN-LPRR(Portnble) HGZ-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) 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 aspart of the Construction Contract Documents, the requirements of she Technical Specification will override the Fort Worth Water Department's Standard Specifications and the Fort Worth Water Department's Standmd 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 Fart Worth Water Department's Standard Specifications or lone the Fort Worth Water Department's Standard Products Yellow Highlight indicates recent changes a From Original Standard Products List CFW Lighting Approved Products List CFW Product Name Manufacturer Manufacturer Product Name & Description Residential -Standard MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm, Makers Sales and Marketing, LLC Galvanized MRT2470AB-Type 11, 36" or 60" Rise 2/Bolt 8' Arm, Type 11 Pole Makers Sales and Marketing, LLC Black DB01373(page 1 of 6) -Shoe Base Pole Type 11, Valmont Industries, Inc 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 Type 33B Arm Valmont Industries, Inc DB01373(page 4 of 6) -Single Arm Type 33B, Galvanized American Electric Lighting, ATBO-P101-Mvolt-R2-3K- Acuity Brands Lighting, Inc. M P -N L -P7 -AO -R F D325607 American Electric Lighting, ATBO-P101-Mvolt-R4-3K- Acuity Brands Lighting, Inc. M P -N L -P7 -AO -R F D325606 Residential Luminaire American Electric Lighting, ATB0-P101-Mvolt-R2-3K-BK Acuity Brands Lighting, Inc. M P- N L -P7 -AO -R F D3 25609 American Electric Lighting, ATB0-P101-Mvolt-R4-3K-BK Acuity Brands Lighting, Inc. M P -N L -P7 -AO -R F D325608 McFarland Cascade CREOSOTE 30/35 FOOT TIMBER POLE 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 Wood Pole Arm 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 Arterial -Standard MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm, Makers Sales and Marketing, LLC Galvanized MRT33.585AB-Type 18, 36" or 60" Rise 2/Bolt 8' Arm, Type 18 Pole Makers Sales and Marketing, LLC Black DB01373(page 2 of 6) -Shoe Base Pole Type 18, Valmont Industries, Inc 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 Type 33A Arm Valmont Industries, Inc DB01373(page 3 of 6) -Single Arm Type 33A, Galvanized American Electric Lighting, ATBO-P303-Mvolt-R2-3K- Acuity Brands Lighting, Inc. M P- N L -P7 -AO -R F D322792 American Electric Lighting, ATBO-P303-Mvolt-R4-3K- Acuity Brands Lighting, Inc. MP-NL-P7-AO-RFD322794 Arterial Luminaire American Electric Lighting, ATB0-P303-Mvolt-R2-3K-BK Acuity Brands Lighting, Inc. M P- N L -P7 -AO -R F D322793 Acuity Brands Lighting, Inc. American Electric Lighting, ATB0-P303-Mvolt-R4-3K-BK M P- N L -P7 -AO -R F D322795 McFarland Cascade CREOSOTE 35/40 FOOT TIMBER POLE 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 Wood Pole Arm 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 Decorative -Pedestrian Holophane, CLA 10.6(OAL)FT J20P07BK-MOD, AB -31-4 Washington 10' Pole Acuity Brands Lighting, Inc. RFD110736 Holophane, CLA14FT J20DMODC03BK RFD325026, AB - Washington 14' Pole Acuity Brands Lighting, Inc. 16-4 SPEC RFD325026 Holophane, WFCL3 P40 30K MVOLT FC3 NF BK AO PR7 Washington Luminaire Acuity Brands Lighting, Inc. FRGL RFD338699 Washington Globe Holophane, AWDE3 P40 30K MVOLT MS AL3 BK PR7 Luminaire Acuity Brands Lighting, Inc. 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 151N 2A TN BK Holophane, AUCL2 P40 30K AS BK L3 N P7 AO Oleander Luminaire Acuity Brands Lighting, Inc. 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 271N 1A TN QSM BK Holophane, GPLF3 P40 30K MVOLT ASY QSM BK PR7 Berry Luminaire Acuity Brands Lighting, Inc. AO SH Banner Arms Acuity Brands Lighting, Inc. Holophane, BA-241N-2A-00-S4J-BL-075P-BK System Rigid Nonmetallic Schedule 80 Conduit, Meets UL 651 Cantex Inc. specifi cations and NEMA TC2, Rated for 90°C Cable, Sunlight Resistant, 10' Lengths and 20' lengths Rigid Nonmetallic Schedule 80 Electric Conduit, Meets UL 651 specifications, RUS listed, NEMA TC-2 and Heritage Plastics NEMA TC-3, Rated for 90°C Cable, Sunlight & Weather Conduit Resistant PVC Rigid Schedule 80 Conduit, Conforms to UL 651 Atkore-Heritage Plastics and NEMA TC 2, Sunlight Resistant, Listed for 90°C conductors or cable Schedule 80 PVC Rigid Nonmetallic Conduit, Extra Prime Conduit, Inc 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 Southwire Type XHHW-2 copper conductor, 600V TYPE XHHW-2 / RW90, copper conductor, Superslick Encore Wire Elite, 600V/1000V Encore Wire THHN / MTW / THWN-2 Copper conductor, 600V Copper Wire/Conductor Servicepro-X XHHW-2, 600/1,000 Volt Copper, CT Service Wire Co Rated XHHW-2 Low Smoke Halogen Free, Cross -linked Advanced Digital Cable Inc Polyethylene Insulated 14 AWG-750 MCM, 600 Volts, 90°C Dry and wet Aluminum Wire -Triplex Priority Wire & Cable, Inc Triplex Overhead Aluminum Conductor General Purpose, Midget Class MEN Fuses, Voltage Edison Rating: MEN - 250 VAC, Ampere Rating: 0.5 - 30 Amps, Interrupting Rating: 10,000 RMS Amps @ 125V Modular Ferrule Fuse Blocks for Midget Class and CC Edison Fuses Fuse & Fuse Holder In -line fuse holders for Single -Pole 13/32" x 1 1/2" Cooper Fuses HEB-AA Bussmann Series, HEB breakaway and non -breakaway EATON in -line fuse holders for UL 13/32" x 1- 1/2"supplemental fuses Bussmann Series, FNM 13/32" x 1-1/2" 250Vac time - EATON delay supplemental fuses Wire Joints for Copper Conductor, Cat No: 54615, Connector Thomas & Betts 54620, 54625 -TB, 54635, 54640, 54630 Electrol Systems, Inc TY A (120/240) 100(NS)AL(E)PS(U) Metered Pedestal 120-240V WE Manufacturing & Controls TY A 120/240 100(NS)AL(E)PS(U) Metered Pedestal 240- 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) 480V Polymer Concrete, PHA132412X0002: TIER 22 (X) 22, MacLean Highline 5001bs Polymer Concrete, H -SERIES UNIT, H1730-24 TIER -22 - Oldcastle TXDOT 2x 1/2" CAPTIVE BOLT - 2x BRASS FLOATING Ground Box NUT Polymer Concrete, H -SERIES UNIT, H1324-24 TIER -15 - Oldcastle TXDOT 2x 1/2" CAPTIVE BOLT - 2x BRASS FLOATING NUT Split Bolt Connectors, Copper Split Bolts 2 Wire, N Kearneys NSi Industries, LLC Series Dark To Light, DLL Elite, Electronic Locking, Type Photocell Acuity Brands Lighting, Inc. Photocontrol, DLL -127 or DLL -480 Shorting Caps Acuity Brands Lighting, Inc. Dark To Light, Part # DSHORT SBK U Interim Products Residential Luminaire TRASTAR INC. DURA-STR10A-3K-120-3-GR-SCL Arterial Luminaire TRASTAR INC. DURA-STR25-3K-120-3-GR-SCL