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Contract 59033-PM1
CSC No. 59033-PM1 EQRTH PROJECT MANUAL FOR THE CONSTRUCTION OF Trails of Elizabeth Creek Phase 6 Water, Sanitary Sewer, Storm Sewer, Pavement & Street Light Improvements IPRC21-0076 City Project No. 103333 FID No. 30114-0200431-103333 E07685 X-26988 W-2780 Mattie Parker David Cooke Mayor City Manager r P� ..... -I- 1 RUBY RODRIGUEZ 9' 136002 lev�op # off t • ...4cEN...... 0:/4v�/ 03/24/2023 Christopher P. Harder Director, Water Department Lauren L. Prieur Director, Transportation and Public Works Depai tiiient Prepared for The City of Fort Worth February 2023 LJA ENGINEERING TEXAS REGISTRATION F-1386 3017 W. 7th Street, Suite 300 Fort Worth, TX 76107 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 00 11 13 Invitation to Bidders 03/20/2020 00 21 13 Instructions to Bidders 03/20/2020 0011 00 Bid Form 01/02/2011 00 42 43 Proposal Form Unit Price 05/22/2019 0013 13 Bid Bond 01/02/2011 00 45 11 Bidders Prequalification's 04/02/2011 00 45 12 Prequalification Statement 09/01/2015 0015 13 Bidder Prequalification Aron ie`a oli 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 Minority Business Enterprise Goal 08/21/2018 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 72 00 General Conditions 11/15/2017 00 73 00 Supplementary Conditions 07/01/2011 00 73 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013 Awarded Projects Division 01- General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 01 31 20 Proot-Meetings 07/01/2011 01 32 33 Preconstruction Video 08/30/2013 01 33 00 Submittals 08/30/2013 01 3f 13 Spookii Ikojcct 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 Mobilizatitx ark R mobilization 01/07/2011 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 TRAILS OF ELIZABETH CREEK PHASE 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103333 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.gov/tpw/contractors/ or httros://anns.fortworthtexas.gov/ProiectResources/ Division 02 - Existing Conditions Last Revised 02 41 13 Selective Sito Dcz o i i 12/20/2012 02 41 14 Utility Removal/Abandonment 12/20/2012 02 11 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 26 05 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi -Duct Conduit 02/26/2016 Division 31- Karthwork 31 10 00 Site Clearing 12/20/2012 31 23 16 Unclassified Excavation 01/28/2013 31 ' 3 23 Beffew 01/28/2013 31 24 00 'kmIts 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 31 36 00 Gabions 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair 12/20/2012 32 01 18 Tc p cr ar; Asphalt Pam-: irrg R pair 12/20/2012 32 01 29 Cmxx c Paving Repair 12/20/2012 32 11 23 Flexible Base Course) 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 11 32- Cement Treated Base Courses 12/20/2012 32 11 37 Liquid Treated Soil Etzbaii 08/21/2015 32 12 16 Asphalt Paving 12/20/2012 CITY OF FORT WORTH TRAILS OF ELIZABETH CREEK PHASE 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103333 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 32 12 73 AIt-Nwing Crack Sealants 12/20/2012 32 13 13 Concrete Paving 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 13 73 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Bpi:1r Unit wing 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 17 23 Pavement Markings 11/22/2013 32 17 25 Curb Address Painting 11/01/2013 33 3A 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 Wood Fences and Gates 12/20/2012 3� 33 13 Gact in Nee Concrete Retaining Walls 06/05/2018 32 91 19 Topsoil Placement and Finishing of Parkways 12/20/2012 32 92 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 01 11 Corrosion Control Test Stations 12/20/2012 33 01 12 Magnesium Anode Cathodic Protection System 12/20/2012 33 04 30 Torrirmyy Water Services 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 33 05 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 33 05 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 33 05 13.10 Frame, Cover and Grade Rings — Composite 01/22/2016 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 Grade 33 05 16 Concrete Water Vaults 12/20/2012 33 05 17 Concrete Collars 12/20/2012 33 05 20 Auger Boring 12/20/2012 33 05 21 Tunrxjl Taxer Plate 12/20/2012 33 05 22 Steel Casing Pipe 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 33 05 21 IMctlalklt%on of Carrier Pipc in Casing or Tunnel Liner Plate 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nut, qd Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 33 T T T 3 Core ?lessurc Pipc, Bar Wrapped, Steel Cylinder Type 12/20/2012 32- 11 11 Buried Sted Piro nd Fittings 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 12 11 Large Water Meters 12/20/2012 CITY OF FORT WORTH TRAILS OF ELIZABETH CREEK PHASE 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103333 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4of5 33 12 20 Resilient Seated Gate Valve 12/20/2012 33 12 21 AWWA Rubber Seated Butterfly Valves 12/20/2012 33 12 25 Connection to Existing Water Mains 02/06/2013 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 12 40 Fire Hydrants 01/03/2014 33 12 50 Water Sample Stations 12/20/2012 33 12 60 Standard Blow off Valve Aaaar,; 06/19/2013 32, 3j 12 Curod in Dace Pipe (CIPP) 12/20/2012 33 3j 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 33 31 1.5 High Dowity Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer 12/20/2012 PiPe 33 321 22 Sanitary SewerMir T,ir g 12/20/2012 33 3 23 Sanitary SevE\ 'Pi Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 C .-i\ nation Air Valve for Sanitary Sewer Force Mains 12/20/2012 33 39 10 Cast -in -Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 Fikccgklss Manholes 12/20/2012 33 3910 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 41 11 14igh Dornty Polyethylene (HDPE) Pipe for Storrs 9 ails 12/20/2012 33 41 12 Reinforced Polyethlene (2 PE) Pie 11/13/2015 33 16 00 Subdrainage 12/20/2012 33 16 01 Slotted Sto D . ins 07/01/2011 33 16 02 Tre1i3h Dxirx 07/01/2011 33 49 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 1910 Star Dr i :age H2 ry i1s and Wingwalls 07/01/2011 Division 34 - Transportation 34 41 10 Traffic Signals 10/12/2015 34 41 10.01 Attachment A Controller Cabinet 12/18/2015 34 41 10.02 Attachment B Controller Specification 02/2012 31 11 10.03 Attachment C Software Specification 01/2012 34 41 11 Temporary Traffic Signals' 11/22/2013 3/1 11 13 Remo-ri TNif€to fi zo 12/20/2012 3/1 11 l5 Rectangukit\R did Fio hir1g Bacleen 11/22/2013 31 11 16 Pedestrian Hybrid Signal 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Artor'ial LTD Iscdway Larsimirrs 06/15/2015 34 41 20.02 Freeway LED Roadway liamilcros 06/15/2015 31 11 20.03 Residential. U3D Roadway [iar ruins 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 34 41 50 Single Modc Fibcr Optic Cable 02/26/2016 34 71 13 Traffic Control 11/22/2013 CITY OF FORT WORTH TRAILS OF ELIZABETH CREEK PHASE 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS CPN 103333 Revised March 20, 2020 Appendix GC 1.01 GC-4.02 GC 4.✓1 GC 4.06 GC 6.0E.D GC 6.07 GC 6.0l9 GC E.21 GR-01 60 00 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 A 'ailaylity of Lands Subsurface and Physical Conditions Cede griixd Facilities Kkazudoup Erzii I cntal Condition at Site Minority and Women Owned Business Enterprise Compliance Wage Rates Pend Utilities Nandismirxinati.aft Product Requirements END OF SECTION CITY OF FORT WORTH TRAILS OF ELIZABETH CREEK PHASE 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103333 Revised March 20, 2020 BURNSCO TRAILS OF ELIZABETH CREEK PHASE 6 CPN: 103333 IPRC21-0076 UNIT PRICE BID Bidlist Iteml No. 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 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Description UNIT I: WATER 3311.0241 8" Water Pipe 3312.3003 8" Gate Valve 3312.0001 Fire Hydrant 3311.0001 Ductile Iron Water Fittings w/ Restraint 3312.2003 1" Water Service 3305.0109 Trench Safety 3312.0117 Connection to Existing 4"-12" Water Main 3305.0003 8" Waterlilne Lowering 9999.0001 Water Testing (Excluding Geotech) Specification Unit of Section No. Measure IMPROVEMENTS 33 11 10, 33 11 12 LF 33 12 20 EA 33 12 40 EA 33 11 11 TON 33 12 10 EA 33 05 10 LF 33 12 25 EA 33 05 12 EA 00 00 00 LF CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43 (BURNSCO) DAP - BID PROPOSAL Page 1 of 7 Bidder's Application Bid Quantity Bidder's Proposal Unit Price Bid Value 3906 $54.70 $213,658.20 12 $1,800.00 $21,600.00 6 $5,460.00 $32,760.00 1.515 $7,300.00 $11,059.50 95 $1,310.00 $124,450.00 3906 $0.10 $390.60 5 $860.00 $4,300.00 6 $5,010.00 $30,060.00 3906 $1.20 $4,687.20 SUM $442,965.50 20220223 42 43_Bid Proposal_DAP.xlsm TRAILS OF ELIZABETH CREEK PHASE 6 CPN: 103333 IPRC21-0076 UNIT PRICE BID Bidlist Iteml No. 1 2 3 4 6 7 8 9 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 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Description UNIT II: SANITARY 3331.4115 8" Sewer Pipe (SDR-26, ASTM D3034) 3331.3101 4" Sewer Service 3301.0002 Post -CCTV Inspection 3339.1001 4' Manhole 3331.4116 8" Sewer Pipe, CSS backfill 3301.0101 Manhole Vacuum Testinq 3305.0109 Trench Safety 3305.0113 Trench Water Stop 3312.0117 Connection to Existing 4"-12" Water Main 3339.1003 4' Extra Depth Manhole Specification Unit of Section No. Measure SEWER IMPROVEMENTS 33 11 10 LF 33 31 50 00 00 00 33 39 10 36 39 10 33 01 30 33 05 10 33 05 15 33 12 25 33 39 10 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 EA LF EA LF EA LF EA EA VF 00 42 43 (BURNSCO) DAP - BID PROPOSAL Page 2 of 7 Bidder's Application Bid Quantity 3420 93 3420 14 100 14 3420 3 3 33 Bidder's Proposal Unit Price Bid Value $55.00 $1,110.00 $3.40 $3,770.00 $47.00 $130.00 $1.00 $400.00 $540.00 $180.00 SUM $188,100.00 $103,230.00 $11,628.00 $52,780.00 $4,700.00 $1,820.00 $3,420.00 $1,200.00 $1,620.00 $5,940.00 $374,438.00 20220223 42 43_Bid Proposal_DAP TRAILS OF ELIZABETII CREEK PHASE 6 CPN: 103333 IPRC21-0076 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM III) 42 43 (BURNSCO) DAP - DID PROPOSAL Page 3 of 7 UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal 13id1ist Item 1 Specification 1 Unit of 1 Bid No, Description Section No. Measure Quantity Unit Price Bid Value UNIT 111: DRAINAGE IMPROVEMENTS 1 3349.5002 10' Curb Inlet 33 49 20 EA 2 $4,900.00 ' $9,800.00 2 3349.5002 15' Curb Inlet _ 33 49 20 EA _10 _ $6,600.00 $66,000.00 3 3341.0201 21" RCP, Class III 33 41 10 LF 63 $74.00 $4,662.00 4 3341.0205 24" RCP, Class III 33 41 10 LF 59 $87,00 $5,133.00 5 3341.0309 36" RCP, Class 111 33 41 10 LF 891 _ $149.00 $132,759.00 6 _ 3341.1201 5x3 Box Culvert 33 41 10 LF 23 $350.00 $8,050.00 7 9999.0001 Connection to Existing 5' x 3' RCB 00 00 00 EA 1 _ $1,500.00 $1,500.00 8 3305.0112 Concrete Collar 33 05 17 EA 2 $400.00 $800.00 .9 3349.0001 4' Storm Junction Box 3349 10 EA 2 $5,600.00 $11,200,00 10 3305.0109 Trench Saftey 33 05 10 LF 1036 $0.50 $518.00 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 CM' OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS Form Version Ma. 22. 2019 SUM $240,422.00 2112220509 42 43_13id Pmpusal_DAP. slsm TRAILS OF ELIZABETH CREEK PHASE 6 CPN: 103333 IPRC2 I -0076 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM 00 4243 (BURNSCO) DAP - BID PROPOSAL Pape 7 917 UNIT PRICE BID Bidder's Application Bidlist Item No. Project Item Information Bidder's Proposal Description Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS Total Construction Bid This Bid is submitted by the entity named below: BIDDER: Burnsco Construction, Inc 6331 Southwest Blvd Benbrook, Texas 76132 Specification Unit or I Bid 1 Section No. Measure Quantity Unit Price I Bid Valise Contractor agrees to complete WORK For FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. $ 442,965.50 374,438.00 S 240,422.00 S _ 5 3 BY: TITLE: Vice President DATE: May 13, 2022 $1,057,825.50 60 working days after the date when the END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCIJMIENTS - DEVELOPER AWARDED PROJECTS Frsnn Version Elas 22. 2019 202205119 42 43 _Hid Prepesal tlAP.dsm 1 2 SECTION 00 4512 PREQUALIFICATION STATEMENT 004512-1 PREQUALIF[CATION STATEMENT Page 1 of 1 3 4 Each Bidder for a City procurement is required to complete the information below by 5 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the 6 major work type(s) listed. 7 8 Major Work Type Water and Wastewater New Development, Rehabilitation, and Redevelopmen t Open Cut and Trench l ess (all sizes) Contractor/Subcontractor Company Name Burnsco Construction, Inc. Prequalification Expiration Date 6/30/2023 9 10 11 The undersigned hereby certifies that the contractors and/or subcontractors described in 12 the table above are currently prequalified for the work types listed. 13 14 BIDDER: 15 16 Burnsco Construction, Inc. By: John Burns 17 Company (Plea 18 19 6331 Southwest Blvd. Signature: 20 Address 21 22 Benbrook, Texas 76132 23 City/State/Zip (Please Print) 24 25 26 27 28 29 Title: President Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I, 2011 May 13, 2022 Trails of Elizabeth Creek Phase 6 CPN 103333 1 2 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 103333. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 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 Burnsco Construction, Inc. By: John Burns' Company (Ple se Print) 6331 Southwest Blvd. Signature: Address Benbrook, Texas 76132 Title: President City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared John Burns , 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 President Burnsco Construction, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this jv day of —1 wove- , 20 2� CESILIA (,AVALES Notary ID ,131652996 My CRirmossrun Expires Julti 24, 2022 1-(7 Notary Public in and for the State of Texas 3 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Trails of Elizabeth Creek Phase 6 CPN 103333 005243-1 Developer Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on 3/13/2023 is made by and between the Developer, 5 Forestar (USA) Real Estate Group, Inc., authorized to do business in Texas ("Developer") , and 6 Burnsco Construction, Inc. , authorized to 7 do business in Texas, acting by and through its duly authorized representative, ("Contractor"). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article I. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 Trails of Elizabeth Creek Phase 6 17 CFA 22-0138 CPN 103333 18 FID No. 30114-0200431-103333-E07685 19 Article 3. CONTRACT TIME 20 3.1 Time is of the essence. 21 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 22 Documents are of the essence to this Contract. 23 3.2 Final Acceptance. 24 The Work will be complete for Final Acceptance within 60 working days after the date 25 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 26 City Conditions of the Construction Contract for Developer Awarded Projects. 27 3.3 Liquidated damages 28 Contractor recognizes that time is of the essence of this Agreement and that Developer 29 will suffer financial loss if the Work is riot completed within the times specified in 30 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 31 the Standard City Conditions of the Construction Contract for Developer Awarded 32 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 33 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 34 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 35 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 36 Developer Five Hundred Dollars ($ 500.00 1 for each day that expires after the time 37 specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of 38 Acceptance. CITY OF FORT WORTH Trails of Elizabeth Creek Phase 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103333 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 39 Article 4. CONTRACT PRICE 40 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 41 Documents an amount in current funds of One Million Fifty -Seven Thousand, Eight Hundred 42 and Twenty -Five and 50/100 Dollars ($1,057,825.50). 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 Fonn (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 Trails of Elizabeth Creek Phase 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103333 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 4 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 any 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 part, 96 by any 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 1 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 Trails of Elizabeth Creek Phase 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN 103333 Revised June 16, 2016 005243-4 Developer Awarded Project Agreement Page 4of4 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"). 127 128 Contractor: Burnsco (By: ction, Inc. (Signature) John Bums (Printed Name) Title: President Company Name: Burnsco Construction Inc. Address: 6331 Southwest Blvd. City/State/Zip: Benbrock, TX 76132 3/13/2023 Date Developer: Forestar (USA) Real Estate Groan Inc. By: Stephen Brim - (Signatue) (Printed Name) Title: Development Director Company name: Forestar (USA) Real Estate Group Inc. Address: 2221 E. Lamar Blvd Ste. 790 City/State/Zip: Arlington, Texas 76006 Date 3/13/2023 CITY OF FORT WORTH Trails of Elizabeth Creek Phase 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS— DEVELOPER AWARDED PROJECTS CPN 103333 Revised June 16, 2016 Bond #022233352 1 2 SECTION 00 62 13 PERFORMANCE BOND 006213-I PERFORMANCE BOND Page I of 2 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Burnsco Construction, Inc. , known as "Principal" herein and 8 Liberty Mutual Insurance Company, a corporate surety(sureties, if more than one) duly authorized to 9 do business in the State of Texas, known as "Surety" herein (whether one or more), are held and 10 firmly bound unto the Developer, Forestar (USA) Real Estate Group, Inc., authorized to do 11 business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 12 ("City"), in the penal sum of, One Million Fifty -Seven Thousand, Eight Twenty -Five Dollars and 13 Fifty Cents ($1,057,825.50), lawful money of the United States, to be paid in Fort Worth, Tarrant 14 County, Texas for the payment of which sum well and truly to be made jointly unto the 15 Developer and the City as dual obligees, we bind ourselves, our heirs, executors, administrators, 16 successors and 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, CFA 22-0138 ; and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 21 the _ 13 day of March , 2023 , which Contract is hereby referred to and made a 22 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 23 and other accessories defined by law, in the prosecution of the Work, including any Change 24 Orders, as provided for in said Contract designated as Trails of Elizabeth Creek Phase 6. 25 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 26 shall faithfully perform it obligations under the Contract and shall in all respects duly and 27 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 28 specifications, and contract documents therein referred to, and as well during any period of 29 extension of the Contract that may be granted on the part of the Developer and/or City, then this 30 obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Trails of Elizabeth Creek Phase 6 CPN 103333 00 62 13 -2 PERFORMANCE BOND Page 2 of 2 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 13 day of 9 March 2023 . 10 11 12 13 14 PRINCIPWTh rnsco Con truction, Inc By 15 Sign 16 ATTEST 17 18 19 20 21 22 re/Vil4 23 24 Gid-d, l� 25 Witness as to Principal 26 27 28 29 30 31 32 33 34 35 36 Address: 2200 Renaissance Blvd., Suite 400 37 King of Prussia, PA 19406 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 47 The date of the bond shall not be prior to the date the Contract is awarded. John Burns. President Name and Title Address: 6331 Southwest Blvd Benbrook. TX 76132 SURETY: Liberty Mutual Insurance Company By: r{ (Principal) Secretary Witness as to Surety S gnature Sophinie Hunter, Attorney -In -Fact Name and Title Telephone Number: 214-989-0000 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Trails of Elizabeth Creek Phase 6 CPN 103333 Bond #022233352 1 SECTION 00 62 14 2 PAYMENT BOND 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 0062 14- 1 PAYMENT BOND Page 1 of 2 KNOW ALL BY THESE PRESENTS: 8 That we, Burnsco Construction, Inc. , known as "Principal" herein, and 9 Liberty Mutual Insurance Company . a corporate surety (or sureties if more than 10 one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 11 or more), are held and firmly bound unto the Developer, Forestar (USA) Real Estate Group, Inc., 12 authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas municipal 13 corporation ("City"), in the penal sum of, One Million Fifty -Seven Thousand, Eight Twenty -Five 14 Dollars and Fifty Cents ($1,057,825.50), lawful money of the United States, to be paid in Fort 15 Worth, Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto 16 the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, 17 administrators, 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, CFA 22-0138^ and 2] WHEREAS, Principal has entered into a certain written Contract with Developer, 22 awarded the 13 day of March , 20 23 , 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 Trails of Elizabeth Creek Phase 6. 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 Governtnent 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Trails of Elizabeth Creek Phase 6 CPN 103333 006214-2 PAYMENT BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said 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 13 day of 6 March , 20 23 . 7 ATTEST: Q, (Principal) Secretary 0 Witness as to rincipal ATTEST: (Surety) Secretary Witness as to Surety PRINCIPAL • Busco Cons uction. Inc BY: K., - Signatur John Burns. President Name and Title Address: 6331 Southwest Blvd Benbrook. TX 76132 SURETY: Liberty Mutual Insurance Company BY: SignatGre Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Telephone Number: 214-989-0000 8 9 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 10 bylaws showing that this person has authority to sign such obligation. If Surety's physical 11 address is different from its mailing address, both must be provided. 12 13 The date of the bond shall not be prior to the date the Contract is awarded. 14 END OF SECTION CITY OF FORT WORTH STANDARD CITY CONDITIONS -- DEVELOPER AWARDED PROJECTS Revised January 31,2012 Trails of Elizabeth Creek Phase 6 CPN 103333 Bond #022233352 2 SECTION 00 62 19 MAINTENANCE BOND 006219-1 MAINTENANCE BOND Page I of 3 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Burnsco Construction, Inc. , known as "Principal" herein and 9 Liberty Mutual Insurance Company. a corporate surety (sureties, if more than one) duly authorized I0 to do business in the State of Texas, known as "Surety" herein (whether one or more), are held 11 and firmly bound unto the Developer, Forestar (USA) Real Estate Group, Inc. , authorized to do 12 business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 13 ("City"), in the sum of, One Million Fifty -Seven Thousand, Eight Twenty -Five Dollars and Fifty 14 Cents ($1,057,825.50), lawful money of the United States, to be paid in Fort Worth, Tarrant 15 County, Texas, for payment of which sum well and truly be made jointly unto the Developer and 16 the City as dual obligees and their successors, we bind ourselves, our heirs, executors, 17 administrators, successors and assigns, jointly and severally, firmly by these presents. 18 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth by and through a Community Facilities 21 Agreement, CFA22-0138 and 22 WHEREAS, the Principal has entered into a certain written contract with the Developer 23 awarded the 13 day of March , 2023 , which Contract is 24 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment labor and other accessories as defined by law, in the prosecution of the 26 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 27 the "Work") as provided for in said Contract and designated as Trails of Elizabeth Creek Phase 6; 28 and 29 30 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 31 accordance with the plans, specifications and Contract Documents that the Work is and will 32 remain free from defects in materials or workmanship for and during the period of two (2) years 33 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 201 Trails of Elizabeth Creek Phase 6 CPN 103333 00 62 19-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 2 upon receiving notice from the Developer and/or City of the need thereof at any time within the 3 Maintenance Period. 4 5 NOW THEREFORE, the condition of this obligation is such that if Principal shall 6 remedy any defective Work, for which timely notice was provided by Developer or City, to a 7 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 8 remain in full force and effect. 9 10 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 11 noticed defective Work, it is agreed that the Developer or City may cause any and all such 12 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 13 by the Principal and the Surety under this Maintenance Bond; and 14 15 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 16 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 17 Worth Division; and 18 19 PROVIDED FURTHER, that this obligation shall be continuous in nature and 20 successive recoveries may be had hereon for successive breaches. 21 22 23 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 201 Trails of Elizabeth Creek Phase 6 CPN 103333 006219-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 13 day of 3 4 5 6 7 8 9 10 11 ATTEST: 12 13 14 (Principal) Secretary 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 ATTEST: 30 3I rAc 32 (Surety) See tary 33 34 35 Witness as to Surety 36 March . 20 23 • CeNt/Le, Witness as to Principal PRINCIPAL Burdsco Co struction. Inc BY: SiVature John Burns. President _ Name and Title Address: 6331 Southwest Blvd Benbrook. TX 76132 SURETY: Liberty Mutual Insurance Company BY: 24044;ti.,u_ Sig4iature AAA Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Telephone Number: 214-989-0000 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 41 The date of the bond shall not be prior to the date the Contract is awarded. 42 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 201 Trails of Elizabeth Creek Phase 6 CPN 103333 Liberty Mutual. SURETY This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY Certificate No: 8205467-022020 KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the "Companies"), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Don E. Cornell; Joshua Saunders; Kelly A. Westbrook; Mikae]a Peppers; Ricardo J. Reyna; Robbi Morales; Sophinie Hunter; Tina McEwan, Tonic Petranek all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attomey-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons, IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 23rd day of April , 2021 . Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company vi By: to David M. Carey, Assistant Secretary c '-' au State of PENNSYLVANIA rnss County of MONTGOMERY o E a On this 23rd day of April , 2021 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance t`a, m o is Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument fort the purposes = . > therein contained by signing on behalf of the corporations by himself as a duly authorized officer. a) Ell' IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at King of Prussia, Pennsylvania, on the day and year first above written. c -- (0 N - PA O /4'_.snONWF,. fit_ Q Q a) C N 0 CO Commonwealth of Pennsylvania - Notary Seal Teresa Pastella, Notary Public Montgomery County My commission expires March 20, 2025 Commission number 1 T20944 Member. Pennsylvania Association of Notaries By: eresa Pastella, Notary Public This Power of Attomey is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty .'= Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: Eof o03 c a a) O Z[=] ARTICLE IV -OFFICERS: Section 12. Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the President may prescribe, shall appoint such attomeys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attomeys-in-fact, subject to the limitations set forth in their respective powers of attorney, shall have hill power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation, When so executed, such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. ARTICLE XIII.. Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitations as the chairman or the president may prescribe, shall appoint such attorneys -in -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings bonds, recognizances and other surety obligations. Such attomeys-in-fact subject to the limitations set forth in their respective powers of attomey, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy of the Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this day of By: ;047K144€441*--- Renee C. Llewellyn, Assistant Secretary � CLO > — EE 0 N Q 4- 0 CD Mutual 3 00 ocf 0_ CO og aCO cCO m a U ow .w off u- . LMS-12873 LMIG OCIC VVAC Multi Co02121 Liberty Mutual SURETY TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call toll -free for information make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 TEXAS AVISO IMPORTANTE Para obtener informacion o para someter una queja: or to Usted puede llamar al numero de telefono gratis para informacion o para someter una queja al 1-877-751-2640 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 (1 11-1A) P. O. Box 14909I Austin, TX 78714-9091 FAX: (512) 490-1007 Web: httn://www.tdi.texas.gov E-mail: ConsumerProtectionntdi.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. 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 (111-1 A) P. O. Box 149091 Austin, TX 78714-9091 FAX # (512) 490-1007 Web: httn://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.texas.gov DISPUTAS SOBRE PRIMAS 0 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. NP70680901 LMS-15292 10/15 GILCO TRAILS OF ELIZABETH CREEK PHASE 6 CPN: 103333 IPRC21-0076 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM 00 42 43 (GILCO) DAP- BID PROPOSAL Page of UNIT PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Item Specification Unit of Bid No. Description Section No. Measure Quantity UNIT IV: PAVING IMPROVEMENTS 1 3213.0101 6" Reinforced Conc Pvmt 32 13 13 SY 12863 $45.60 $586,552.80 2 3211.0501 6" Lime Treatment 32 11 29 SY 13726 $4.05 $55,590.30 3 3211.0400 Hydrated Lime (30#/SY per Geotech) 32 11 29 TN 206 $225.90 $46,535.40 4 3213.0501 Barrier Free Ramp, Type R-1 32 13 20 EA 4 $2,925.95 $11,703.80 5 3213.0506 Barrier Free Ramp, Type P-1 33 13 20 EA 10 $2,259.15 $22,591.50 6 9999.0013 Remove Barricade & Connect to Existing 00 00 00 EA 5 $1,000.00 $5,000.00 7 9999.0004 Furnish/install Alum Sig Ground Mount City 00 00 00 EA 10 Standard - Stop $88.25 $882.50 8 9999.0005 Furnish/install Alum Sig Ground Mount City 00 00 00 EA 11 Standard - Street Name Blade Pair $376.50 $4,141.50 9 3213.0301 4" Conc Sidewalk 32 13 20 SF 1820 $7.75 $14,105.00 10 3291.0100 Top Soil 32 91 19 CY 25 $72.95 $1,823.75 11 3292.0100 Block Sod Placement 32 92 13 SY 223 $18.20 $4,058.60 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 SUM $752,985.15 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Unit Price Bid Value 20220509 42 43_Bid Proposal_DAP.xlsm TRAILS OF ELIZABETH CREEK PHASE 6 CPN: 103333 1PRC21-0076 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM 00 42 43 (GILCO) DAP - BID PROPOSAL Page 7 of 7 UNIT PRICE BID Bidder's Application Bidlist Item) No. Project Item Information Description Specification Unit of Section No. Measure Bid Quantity Bid Summary UNIT I: WATER IMPROVEMENTS $ UNIT II: SANITARY SEWER IMPROVEMENTS $ UNIT III: DRAINAGE IMPROVEMENTS $ UNIT IV: PAVING IMPROVEMENTS $ UNIT V. STREET LIGHTING IMPROVEMENTS UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS Total Construction Bid This Bid is submitted by the entity named below: BIDDER: Gilco Contracting, Inc 6331 Southwest Blvd Benbrook, Texas 76132 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: n Leia McQuien Bidder's Proposal Unit Price I Bid Value TITLE: Vice President of Operations DATE: 3/23/2023 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 752,985.15 $752,985.15 working days after the date when the 20220509 42 43_Bid Proposal_DAP.xlsm 004512-1 PREQUALIFICATION STATEMENT Page 1 of 1 1 SECTION 00 4512 2 PREQUALIFICATION STATEMENT 3 4 Each Bidder for a City procurement is required to complete the information below by 5 identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the 6 major work type(s) listed. 7 8 Major Work Contractor/Subcontractor Company Name Type CONCRETE Gilco Contracting, Inc. CON/RECON UNLIMITED Prequalification Expiration Date 01 /01 /2025 9 10 11 The undersigned hereby certifies that the contractors and/or subcontractors described in 12 the table above are currently prequalified for the work types listed. 13 14 BIDDER: 15 16 Gilco Contracting, Inc. By: Leia McOuien 17 Company . (Tease Print) 18 19 6331 Southwest Blvd Signature: 20 Address 21 22 Benbrook, Texas 76132 Title: Vice President of Operations 23 City/State/Zip 24 25 26 27 28 (Please Print) Date: 3/23/2023 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Trails of Elizabeth Creek Phase 6 CPN 103333 2 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 103333. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 12 13 14 15 16 Address 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Gilco Contracting , Inc. Company By: Leia McQuien lease Print) 6331 Southwest Blvd. Signature: Benbrook, Texas 76132 Title: Vice President of Operations City/State/Zip THE STATE OF TEXAS COUNTY OF TARRANT § (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Leia McQuien , 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 Gilco Contracting, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 20th Mav , 2022. HEATHER PAIGE WILLIAMS ro, rs Notary Public, Stele of Texas �'y My Commission Expires August 11, 2025 o�;,°.`„'`•••• NOTARY ID 12430520 Not. i Public in and"for th tate of Texas END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Trails of Elizabeth Creek Phase 6 CPN 103333 005243-1 Developer Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on 3/13/2023 is made by and between the Developer, 5 Forestar (USA) Real Estate Group, Inc., authorized to do business in Texas ("Developer") , and 6 Gilco Contracting, Inc. , authorized to do 7 business in Texas, acting by and through its duly authorized representative, ("Contractor"). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 Trails of Elizabeth Creek Phase 6 17 CFA 22-0138 , CPN 103333 18 FID No. 30114-0200431-103333-E07685 19 Article 3. CONTRACT TIME 20 3.1 Time is of the essence. 21 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 22 Documents are of the essence to this Contract. 23 3.2 Final Acceptance. 24 The Work will be complete for Final Acceptance within 35 working days after the date 25 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 26 City Conditions of the Construction Contract for Developer Awarded Projects. 27 3.3 Liquidated damages 28 Contractor recognizes that time is of the essence of this Agreement and that Developer 29 will suffer financial loss if the Work is not completed within the times specified in 30 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 31 the Standard City Conditions of the Construction Contract for Developer Awarded 32 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 33 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 34 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 35 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 36 Developer ---ZERO--- ($ 0.00 ) for each day that expires after the time specified in 37 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Trails of Elizabeth Creek Phase 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103333 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 40 Documents an amount in current funds of Seven Hundred Fiftv-Two Thousand, Nine Hundred 41 and Eighty -Five and 15/100 Dollars ($752,985.15). 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 Trails of Elizabeth Creek Phase 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103333 Revised June 16, 2016 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, bv anv 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 bv anv 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 Trails of Elizabeth Creek Phase 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103333 Revised June 16, 2016 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"). 126 127 Contractor: Gilco Contracting, Inc. By: (Signature) Leia McOuien (Printed Name) Title: Vice. President of Operations Company Name: Gilco Contracting Inc. Address: 6331 Southwest Blvd Developer: Forestar (USA) Real Estate Group Inc. By: Stephen Brim (Signature) (Printed Name) Title: Development Director Company name: Forestar (USA) Real Estate Group Inc. Address: 2221 E. Lamar Blvd Ste. 790 City/State/Zip: Benbrook, TX 76132 City/State/Zip: Arlington, Texas 76006 3/13/2023 3/13/2023 Date Date CITY OF FORT WORTH Trails of Elizabeth Creek Phase 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103333 Revised June 16, 2016 Bond 1#022233343 00 62 13 - 1 PERFORMANCE BOND Page 1 of2 1 SECTION 00 62 13 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Gilco Contracting, inc. , known as "Principal" herein and g Liberty Mutual Insurance Company, a corporate surety(sureties, if more than one) duly authorized to 9 do business in the State of Texas, known as "Surety" herein (whether one or more), are held and 10 firmly bound unto the Developer, Forester (USA) Real Estate Group, Inc., authorized to do 11 business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 12 ("City"), in the penal sum of, Seven Hundred and Fifty -Two Thousand, Nine Hundred and 13 Eighty -Five and 15/100 Dollars ($752,985.15), lawful money of the United States, to be paid in 14 Fort Worth, Tarrant County, Texas for the payment of which sum well and truly to be made 15 jointly unto the Developer and the City as dual obligees, we bind ourselves, our heirs, executors, 16 administrators, successors and 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, CFA 22-0138 ! and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 21 the 13 day of March , 2023 , which Contract is hereby referred to and made a 22 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 23 and other accessories defined by law, in the prosecution of the Work, including any Change 24 Orders, as provided for in said Contract designated as Trails of Elizabeth Creek Phase 6. 25 NOW, THEREFORE, the condition of this obligation is such that if the said Principal 26 shall faithfully perform it obligations under the Contract and shall in all respects duly and 27 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 28 specifications, and contract documents therein referred to, and as well during any period of 29 extension of the Contract that may be granted on the part of the Developer and/or City, then this 30 obligation shall be and become null and void, otherwise to remain in full force and effect. CIY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2912 Trails of Elizabeth Creek Phase 6 CPN 103333 006213-2 PERFORMANCE BOND Page 2 of 2 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 13 day of 9 March , 2023 . 10 11 12 13 PRINCIPAL: Gilco Contracting Inc. 14 BY: 15 16 ATTEST: 17 18 Leia McOuien, Vice President -Operations 19 (Principal) Secr to (� Name and Title 20 21 22 / I (ff-0,14-Se 24 23 25 Witness as to Principal 26 27 28 30 1 / 30 BY: 31 32 33 34 35 36 37 38 39 40 Witness as to Surety 4I 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 47 The date of the bond shall not be prior to the date the Contract is awarded. Signature Address: 6331 Southwest Boulevard l3enbrook. TX 76132 SURETY: Liberty Mutual Insurance Company Si• ature Sophinic Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Telephone Number: 214-989-0000 CITY OF FORT WOK Ill STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Trails of Elizabeth Creek Phase 6 CPN 103333 1 SECTION 00 6214 2 PAYMENT BOND 3 4 THE STATE OF TEXAS 5 6 COUNTY OF TARRANT 7 Bond #022233343 006214-1 PAYMENT 130ND Page 1 of 2 KNOW ALL BY THESE PRESENTS: 8 That we, Gilco Contracting, Inc. , known as "Principal" herein, and 9 Liberty Mutual insurance Company , a corporate surety ( or 10 sureties if more than one), duly authorized to do business in the State of Texas, known as 11 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Forestar 12 (USA) Real Estate Group, Inc., authorized to do business in Texas "(Developer"), and the City of 13 Fort Worth, a Texas municipal corporation ("City"), in the penal sum of Seven Hundred and 14 Fifty -Two Thousand, Nine Hundred and Eighty -Five and 15/100 Dollars ($752,985.15), lawful 15 money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the payment of 16 which sum well and truly be made jointly unto the Developer and the City as dual obligees, we 17 bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, 18 firmly by these presents: 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth, by and through a Community Facilities 21 Agreement, CFA22-0138 ; and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, 23 awarded the 13 day of March , 20 23 , which Contract is hereby 24 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 26 Work as provided for in said Contract and designated as Trails of Elizabeth Creek Phase 6. 27 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 28 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 29 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 30 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 31 force and effect. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Trails of Elizabeth Creek Phase 6 CPN 103333 006214-2 PAYMENT BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said 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 13 day of 6 March , 2023 . 7 ATTEST: (Principal) Secr W tness as to Principal PRINCIPAL: Gilco Contracting Inc BY: Signature Leia McOuien. Vice President -Operations _ Name and Title Address: 6331 Southwest Boulevard Benbrook, TX 76132 SURETY: Liberty Mutual Insurance Company ATTEST: BY: /l24/' Signat re Sophinie Hunter, Attorney -In -Fact (Surety) Secretary Name and Title Witness as to Surety Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 Telephone Number: 214-989-0000 8 9 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 10 bylaws showing that this person has authority to sign such obligation. If Surety's physical 11 address is different from its mailing address, both must be provided. 12 13 The date of the bond shall not be prior to the date the Contract is awarded. 14 END OF SECTION CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Trails of Elizabeth Creek Phase 6 CPN 103333 1 2 3 SECTION 00 62 19 MAINTENANCE BOND Bond #022233343 006219-I. MAINTENANCE BOND Page 1 of 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Gilco Contracting, Inc. , known as "Principal" herein and 9 Liberty Mutual Insurance Company , a.corporate surety (sureties, if more than t0 one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 11 or more), are held and firmly bound unto the Developer, Forestar (USA) Real Estate Group, Inc. , 12 authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal 13 corporation ("City"), in the sum of Seven Hundred and Fifty -Two Thousand, Nine Hundred and. 14 Eighty -Five and 15/100 Dollars (S752,985.15), lawful money of the United States, to be paid in 15 Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly 16 unto the Developer and the City as dual obligees and their successors, we bind ourselves, our 17 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 18 presents. 19 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities 22 Agreement, CFA 22-0138 ; and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 13 day of March . 2023 , which Contract is 25 hereby referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 26 materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, 28 the "Work") as provided for in said Contract and designated as Trails of Elizabeth Creek Phase 6; 29 and 30 31 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 32 accordance with the plans, specifications and Contract Documents that the Work is and will 33 remain free from defects in materials or workmanship for and during the period of two (2) years 34 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31,201 Trails of Elizabeth Creek Phase 6 CPN 103333 006219-2 MAINTENANCE BOND Page 2 OF 1 2 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 3 upon receiving notice from the Developer and/or City of the need thereof at any time within the 4 Maintenance Period. 5 6 NOW THEREFORE, the condition of this obligation is such that if Principal shall 7 remedy any defective Work, for which timely notice was provided by Developer or City, to a 8 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 9 remain in full force and effect. 10 11 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 12 noticed defective Work, it is agreed that the Developer or City may cause any and all such 13 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 14 by the Principal and the Surety under this Maintenance Bond; and 15 16 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 17 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 18 Worth Division; and 19 20 PROVIDED FURTHER, that this obligation shall be continuous in nature and 21 successive recoveries may be had hereon for successive breaches. 22 23 24 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 201 Trails of Elizabeth Creek Phase 6 CPN 103333 006219-3 MAINTENANCE BOND Page 3 of 3 I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 13 day of 3 March , 20 23 . 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 ATTEST: (Principal) Se, ( p(itcai Wit es as to Principal ATTEST: (Surety) Secreta1 Witness as to Surety PRINCIPAL: Gilco Contracting Inc. BY: 'i gnaturre Leia McOuien. Vice President -Operations Name and Title Address: 6331 Southwest Boulevard Benbrook. TX 76132 SURETY: Liberty Mutual Insurance Company BY: Signfature Sophinie Hunter, Attorney -In -Fact Name and Title Address: 2200 Renaissance Blvd., Suite 400 King of Prussia, PA 19406 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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 201 Trails of Elizabeth Creek Phase 6 CPN 103333 Libel Mutual SURETY This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except In the manner and tothe extent herein stated. Liberty Mutual Insurance Company The Ohio Casualty Insurance Company West American Insurance Company POWER OF ATTORNEY KNOWN ALL PERSONS BY THESE PRESENTS: That The Ohio Casualty Insurance Company is a corporation duly organized under the laws of the State of New Hampshire, that Liberty Mutual Insurance Company is a corporation duly organized under the laws of the State of Massachusetts, and West American Insurance Company is a corporation duly organized under the laws of the State of Indiana (herein collectively called the °Companies'), pursuant to and by authority herein set forth, does hereby name, constitute and appoint, Don E. Cornell; Joshua Saunders; Kelly A. Westbrook; Mikaela Peppers; Ricardo J. Reyna; Robbi Morales; Sophinie Hunter; Tina IvlcEwan; Tonle Petranek all of the city of Dallas state of TX each individually if there be more than one named, its true and lawful attomey-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents and shall be as binding upon the Companies as if they have been duly signed by the president and attested by the secretary of the Companies in their own proper persons. IN WITNESS WHEREOF, this Power of Attomey has been subscribed by an authorized officer or official of the Companies and the corporate seals of the Companies have been affixed thereto this 23rd day of April , 2021 . 1`.1 WSW? p��Y INS,p 1NSI1,_ .3 GPRORI, r Q 2aronQ'Pgy\ a 2.P��?`ci„ vi 1912go 1919 1 1991 In rd ass s D Z� sRiy c°' �6 d 3 Ui e) 3 4cHkid yq sa a Y 40,ANP a Gi.�J�j!', /r �' �' N Q (13 David M. Carey, Assistant Secretary- u State of PENNSYLVANIA t3c 2 , County of MONTGOMERY ss c E 0 o -64 = On this 23rd day of April , 2021 before me personally appeared David M. Carey, who acknowledged himself to be the Assistant Secretary of Liberty Mutual Insurance ci `m > Company, The Ohio Casualty Company, and West American Insurance Company, and that he, as such, being authorized so to do, execute the foregoing instrument for the purposes . t' therein contained by signing on behalf of the corporations by himself as a duly authorized officer. a) m a IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my notarial seal at ling of Prussia, Pennsylvania, on the day and year first above written, toN o;v N O per) Cea NU) o) to tll Certificate No: 8205467-022020 Liberty Mutual insurance Company The Ohio Casualty Insurance Company West American Insurance Company >cn QCO o0.. 0 C � o Q O OD 12.2 This Power of Attorney is made and executed pursuant to and by authority of the following By-laws and Authorizations of The Ohio Casualty Insurance Company, Liberty Mutual c Insurance Company, and West American Insurance Company which resolutions are now in full force and effect reading as follows: o m ARTICLE IV -OFFICERS: Section 12. Power of Attorney. ono Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitation as the Chairman or the p a ' President may prescribe, shall appoint such attorneys-in-fact,as be necess to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety m t4 0c YPPmay > o any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys -in -fact, subject to the fimltafions set forth in their respective powers of attomey, shall t 2 o ` have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed, such o a) Z o instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attomey-in-fact under the provisions of this article may be revoked at any time by the Board, the Chairman, the President or by the officer or officers granting such power or authority. a ARTICLE XIII - Execution of Contracts: Section 5. Surety Bonds and Undertakings. Any officer of the Company authorized for that purpose in writing by the chairman or the president, and subject to such limitation as the chairman or the president may prescribe, shall appoint such attorneys -In -fact, as may be necessary to act in behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, _— bonds, recognizances and other surety obligations. Such attorneys -in -fact subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Company by their signature and execution of any such instruments and to attach thereto the seal of the Company. When so executed such instruments shall be as binding as if signed by the president and attested by the secretary. Certificate of Designation - The President of the Company, acting pursuant to the Bylaws of the Company, authorizes David M. Carey, Assistant Secretary to appoint such attorneys -in - fact as may be necessary to act on behalf of the Company to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety.. obligations. Authorization - By unanimous consent of the Company's Board of Directors, the Company consents that facsimile or mechanically reproduced signature of any assistant secretary of the Company, wherever appearing upon a certified copy of any power of attorney issued by the Company in connection with surety bonds, shall be valid and binding upon the Company with the same force and effect as though manually affixed. I, Renee C. Llewellyn, the undersigned, Assistant Secretary, The Ohio Casualty Insurance Company, Liberty Mutual Insurance Company, and West American Insurance Company do hereby certify that the original power of attorney of which the foregoing is a full, true and correct copy:of the -Power of Attorney executed by said Companies, is in full force and effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this _ day of LMS-12873 LMIC QCIC WAIC Mufti Co 02/21 Commonweanh of Pennsylvania- Notary Seal Teresa Pastella, Notary Public Montgomery County Mycommission expires March 28, 2025 Corenissjon rother 113044 Member, Pannicar�aa Association of Notaries By pLia,a By: Teresa Pastella, Notary Public Renee C. Llewellyn, Assistant Secretary iberty ZutuaL SURETY TEXAS IMPORTANT NOTICE To obtain information or make a complaint: You may call toll -free for information make a complaint at 1-877-751-2640 You may also write to: 2200 Renaissance Blvd., Ste. 400 King of Prussia, PA 19406-2755 I EXAS AVISO IMPORTANTE Para obtener information o para someter una queja: or to Usted puede ilamar al numero de telefono gratis para informacion o para someter una queja al 1-877-751-2640 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 (111-1 A) P. O. Box 149091 Austin, TX 78714-9091 FAX: (512) 490-1007 Web: htto://www.tdi.texas.aov_ E-mail: ConsumerProtection@tdi.texas.nov 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. NP70680901 LM5-15292 10115 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 a1 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas Consumer Protection (111-IA) P. O. Box 149091 Austin, TX 78714-9091 FAX # (512) 490-1007 Web: httn://www.tdi.texas.nov E-mail: ConsumerProtection@tdi.texas .aov, DISPUTAS SOBRE PRIMAS 0 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 information y no se convierte en parte o condition del documento adjunto. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 42 06 01 (Ed. 7-84) TEXAS NOTICE OF MATERIAL CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. In the event of cancelation or other material change of the policy, we will mail advance notice to the person or organization named in the Schedule. The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1. Number of days advance notice: 30 2. Notice will be mailed to: Gilco Contracting, Inc. 6331 southwest Blvd Benbrook, TX 76132 This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. WC2-Z91-473015-032 Endorsement No. Insured: Gilco Contracting, Inc.. Premium Insurance Company Liberty Mutual Fire Insurance Company Countersigned by WC 42 06 01 (Ed. 7-84) Policy Number: AS2-Z91-473015-012 Issued By: Liberty Mutual Fire Insurance Co. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART Schedule Name of Other Person(s)/ Email Address or mailing Number Organization(s): address: Days Notice: Per Schedule On File With The 30 Company A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule above. We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. LIM 99 01 05 11 © 2011, Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc. with its permission. Page 1 of 1 Policy Number TB7-Z91-473015-022 Issued by Liberty Insurance Corp. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. NOTICE OF CANCELLATION TO THIRD PARTIES This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE PART MOTOR CARRIER COVERAGE PART GARAGE COVERAGE PART TRUCKERS COVERAGE PART EXCESS AUTOMOBILE LIABILITY INDEMNITY COVERAGE PART SELF -INSURED TRUCKER EXCESS LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY COVERAGE PART EXCESS COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART LIQUOR LIABILITY COVERAGE PART COMMERCIAL LIABILITY - UMBRELLA COVERAGE FORM A. If we cancel this policy for any reason other than nonpayment of premium, we will notify the persons or organizations shown in the Schedule of this endorsement . We will send notice to the email or mailing address listed above at least 10 days, or the number of days listed above, if any, before the cancellation becomes effective. In no event does the notice to the third party exceed the notice to the first named insured. B. This advance notification of a pending cancellation of coverage is intended as a courtesy only. Our failure to provide such advance notification will not extend the policy cancellation date nor negate cancellation of the policy. All other terms and conditions of this policy remain unchanged. Schedule Name of Other Person(s) / Email Address or mailing address: Number Days Notice: Organization(s): Per Schedule On File With The Company Per Schedule On File With The Company 30 LIM 99 01 05 11 © 2011, Liberty Mutual Group of Companies. All rights reserved. Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 1 INDEPENDENT TRAILS OF ELIZABETH CREEK PHASE 6 CPN: 103333 IPRC21-0076 UNIT PRICE BID Bidlist Iteml No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Project Item Information Description Specification Unit of Section No. Measure UNIT V: STREET LIGHTING IMPROVEMENTS 1 2605.3015 2" CONDT PVC SCH 80(T) 2 3441.3341 Rdwy Illum Foundation TY11 3 3441.3401 6-6-6 Triplex Alum Elec Conductor 4 3441.3341 Rdwy Illum TY11 Pole 3441.3050 F&I LED Lighting Fixture (70 watt ATBO Cobra Head) 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 26 05 33 LF 34 41 20 EA 34 41 10 LF 34 41 20 EA 34 41 20 EA CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43 (IUC) DAP - BID PROPOSAL. Page 5 of 7 Bidder's Application Bid Quantity 1913 22 1913 22 Bidder's Proposal Unit Price Bid Value $17.92 $1,357.00 $4.34 $2,164.00 $34,280.96 $29,854.00 $8,302.42 $47,608.00 22 $323.00 $7,106.00 SUM $127,151.38 20220223 4243_Bid Proposal DAP 00 42 43 UDC) DAP BID PROPOSAL. Page 221 of21 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Bidlist Item) No. Project Item Information Bidder's Proposal Description Bid Summary UNIT I: WATER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS ISpecification I Unit of Bid Unit Price Section No. Measure Quantity Bid Value 127,151.38 - Total Construction Bid 127,151.38 This Bid is submitted by the entity named below: BIDDER: Independent Utilitiy Construction, Inc 5109 Sun Valley Dr Fort Worth, TX76119 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. BY: TITLE: Preside DATE: 02/24/2022 hard Wolfe 30 working days after the date when the END OF SECTION CITY OF FORT WORTH STANDARD CONSTRICTION SPECIFICATION DOCUMENTS- DEVELOPER AWARDED PROJECTS Form Version Mar 22. 2019 2021 1030 42 43_Bid Prolwsal_DAPAIsm 00 45 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 "Maior Work Type" box provide the complete maior work tyre and actual description as provided by the Water Department for water and sewer and TPW for paving. Street Lights Contractor/Subcontractor Company Name Prequalification Expiration Date Independent Utility Construction Inc 02/27/2025 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Independent Utility Construction 5109 Sun Valley Drive Fort Worth, Texas 76119 BY: Richard Wolfe (Signature) TITLE: President DATE: 02/27/2023 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT — DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP.docx Form Version September 1, 2015 1 2 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKERS COMPENSATION LAW Page 1 of 1 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No. 103333. Contractor further certifies that, pursuant to Texas Labor Code, Section 7 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 8 worker's compensation coverage. 9 10 CONTRACTOR: 11 12 Independent Utility Construction, Inc. By: Richard Wolfe 13 Company 14 lease Print) 15 5109 Sun Valley Drive Signature: 16 Address 17 18 Fort Worth, Texas 76119 Title: President 19 City/State/Zip 20 21 22 THE STATE OF TEXAS § 23 24 COUNTY OF TARRANT § 25 26 27 28 29 30 31 32 G�IV�ENUNDER MY HAND A SEAL OF OFFICE this ,l" —day of 33 , 20 n 34 35 .�'' '''' CHRISTINA GARCIA 36,..,&;f1.Notary Public, State of Texas 37 Ps Comm. Expires 12-20-2024 38 1.74i,.r. Notary ID 130940785 (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared Richard Wolfe , 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 President for the purposes and consideration therein expressed and in the capacity therein stated. 39 END OF SECTION 40 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 MJi ak,1i, . l11�( G(W\, rry Public in and for the State of Texas Trails of Elizabeth Creek Phase 6 CPN 103333 005243-1 Developer Awarded Project Agreement Page 1 of 4 1 SECTION 00 52 43 2 AGREEMENT 3 4 THIS AGREEMENT, authorized on 03/13/2023 is made by and between the Developer, 5 Forestar (USA) Real Estate Group, Inc., authorized to do business in Texas ("Developer") , and 6 Independent Utility Construction. Inc. , authorized to 7 do business in Texas, acting by and through its duly authorized representative, ("Contractor"). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part is 15 generally described as follows: 16 Trails of Elizabeth Creek Phase 6 17 CFA 22-0138, CPN 103333. 18 FID No. 30114-0200431-103333-E07685 19 Article 3. CONTRACT TIME 20 3.1 Time is of the essence. 21 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 22 Documents are of the essence to this Contract. 23 3.2 Final Acceptance. 24 The Work will be complete for Final Acceptance within 30 working days after the date 25 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 26 City Conditions of the Construction Contract for Developer Awarded Projects. 27 3.3 Liquidated damages 28 Contractor recognizes that time is of the essence of this Agreement and that Developer 29 will suffer financial loss if the Work is not completed within the times specified in 30 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 31 the Standard City Conditions of the Construction Contract for Developer Awarded 32 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 33 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 34 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 35 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 36 Developer Five hundred Dollars ($500.00) for each day that expires after the time specified in 37 Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Trails of Elizabeth Creek Phase 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103333 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 4 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the Contract 40 Documents an amount in current funds of One Hundred Twenty -Seven Thousand, One Hundred 41 Fifty -One and 38/100 Dollars ($127,151.38). 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 Trails of Elizabeth Creek Phase 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103333 Revised June 16, 2016 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 overate 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 Dart. bv anv 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 bv anv 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 Trails of Elizabeth Creek Phase 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103333 Revised June 16, 2016 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"). 126 127 Contractor: Developer: Independent Utility Construction, Inc. Forestar (USA) Real Estate Group Inc. By: Richard Wolfe nature) (Printed Name) Title: CFO Company Name: Independent Utility Inc. Address: 5109 Sun Valley Drive City/State/Zip: Fort Worth, TX 76119 Date By: Stephen Brim (Signature) (Printed Name) Title: Development Director Company name: Forestar (USA) Real Estate Group Inc. Address: 2221 E. Lamar Blvd Ste. 790 City/State/Zip: Arlington, Texas 76006 Date 03/13/2023 CITY OF FORT WORTH Trails of Elizabeth Creek Phase 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103333 Revised June 16, 2016 2 SECTION 00 62 13 PERFORMANCE BOND 006113-1 PERFORMANCE 130ND Page 1 01 2 Bond No. 204148M 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Independent Utility Construction, Inc. , known as "Principal" herein and 8 Westfield Insurance Company , a corporate surety(sureties, if more than one) duly 9 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), 10 are held and firmly bound unto the Developer, Forestar (USA) Real Estate Group, Inc., authorized I I to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation 12 ("City"), in the penal sum of, One Hundred Twentv-Seven Thousand, One Hundred Fiftv-One 13 Dollars & Thirty -Eight Cents ($127,151.38) lawful money of the United States, to be paid in Fort 14 Worth, Tarrant County, Texas for the payment of which sum well and truly to be made, jointly 15 unto the Developer and the City as dual obliges, we bind ourselves, our heirs, executors, 16 administrators, successors and assigns, jointly and severally, firmly by these presents. 17 WHEREAS, Developer and City have entered into an Agreement for the construction of t 8 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 19 CFA Number 22-0138 ; and 20 WHEREAS, the Principal has entered into a certain written contract with the Developer 21 awarded the 13 day of March 2023, which Contract is hereby referred to and 22 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 23 labor and other accessories defined by law, in the prosecution of the Work, including any Change 24 Orders, as provided for in said Contract designated as Street Liahtina Improvements to serve Trails 25 of Elizabeth Creek Phase 6. 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 faithfully 28 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. 32 33 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 20I2 Trails of Elizabeth Creek Phase 6 City Project No. 103333 0061 13-2 PERFORMANCE BOND Page 2 of 2 Bond No. 204148M 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 this 8 instrument by duly authorized agents and officers on this the 13 day of March , 2023. 9 10 11 12 13 14 15 ATTEST. 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 Witnes s to Surety Elizabeth Gray 39 40 41 42 43 cretary Moran Golfe PRINCI PAL: INDEPENDENT UTILITY CONST $ I,TION. INC. BY: ure Richard Wolfe, President Name and Title Address: 5109 Sun Valley Drive Fort Worth, Texas 76119 iness as to Principal hristina Garcia SURETY: WESTFIELD INSURANCE COMPANY BY: gnature Kyle W. Sweeney, Attornev-in-Fact Name and Title Address: 555 Republic Drive, Suite 450 Plano, Texas 75074 Telephone Number: 972-516-2600 *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 STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 61 14 - 1 PAYMIiNT 130ND Page I of 2 Bond No. 204148M 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, Independent Utility Construction, Inc. , known as "Principal" herein, 8 and Westfield Insurance Company , a corporate surety (or sureties if more than 9 one), duly authorized to do business in the State of Texas, known as "Surety" herein (whether one 10 or more), are held and firmly bound unto the Developer Forestar USA) Real Estate Group. Inc.. 11 authorized to do business in Texas ("Developer"), and the City of Fort Worth, a Texas municipal 12 corporation ("City"), in the penal sum of One Hundred Twenty -Seven Thousand, One Hundred 13 Fifty -One Dollars & Thirty -Eight Cents ($127,151.381 lawful money of the United States, to be 14 paid in Fort Worth, Tarrant County, Texas, for the payment of which sum well and truly be made 15 jointly unto the Developer and City as dual obligees, we bind ourselves, our heirs, executors, 16 administrators, successors and 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, CFA Number 22-0138 : and 20 WHEREAS, Principal has entered into a certain written Contract with Developer, 21 awarded the 13 day of March , 2023, which Contract is hereby referred to and 22 made a part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment, 23 labor and other accessories as defined by law, in the prosecution of the Work as provided for in 24 said Contract and designated as Street Lighting Irnnrovements to serve Trails of Elizabeth Creek 25 Phase 6. 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. 31 32 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 61 14 - 2 PAYMENT BOND Page 2 or2 Bond No. 204148M 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said 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 13 day of March , 2023 ATTEST: (Pfincipa Secretary g rg1n Wolfe IAAfI� L(— i e s as to Principal Christina Garcia ATTEST: (Surety) Secretary Frank A. Carrino Witness as to Surety Elizabeth Gray PRINCIPAL: INDEPEN9.NT UTILITY CONST T1ON, INC. BY: Signature Richard Wolfe, President Name and Title Address: 5109 Sun Valley Drive Fort Worth. Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY, BY: Si tire Kyle W. Sweeney . Attornev-in-Fact Name and Title Address: 555 Republic Drive. Suite 450 Plano. Texas 75074 Telephone Number: 972-516-2600 6 7 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 8 bylaws showing that this person has authority to sign such obligation. If Surety's physical 9 address is different from its mailing address, both must be provided. 10 11 The date of the bond shall not be prior to the date the Contract is awarded. 12 13 END OF SECTION CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Trails of Elizabeth Creek Phase 6 City Project No. 103333 2 SECTION 00 62 19 MAINTENANCE BOND 00 62 19 - 1 MAINTiiNANCE BOND Paso 1 or 3 Bond No. 204148M 3 4 THE STATE OF TEXAS 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Independent Utility Construction. Inc. known as "Principal" herein and 9 Westfield Insurance Company , a corporate surety (sureties, if more than one) duly 10 authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), 11 are held and firmly bound unto the Developer, Forestar (USA) Real Estate Group, Inc., 12 authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal 13 corporation ("City"), in the sum of One Hundred Twenty -Seven Thousand, One Hundred Fifty- 14 One Dollars & Thirty -Eight Cents ($127,151.38) lawful money of the United States, to be paid in 15 Fort Worth, Tarrant County, Texas, for payment of which sum well and truly be made jointly 16 unto the Developer and the City as dual obligees and their successors, we bind ourselves, our 17 heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these 18 presents. 19 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities 22 Agreement, CFA Number 22-0138 ; and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the 13 day of March , 2023, which Contract is hereby referred to and 25 a made part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment 26 labor and other accessories as defined by law, in the prosecution of the Work, including any 27 Work resulting from a duly authorized Change Order (collectively herein, the "Work") as 28 provided for in said Contract and designated as Street Lighting Improvements to serve Trails of 29 Elizabeth Creek Phase 6; and 30 31 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 32 accordance with the plans, specifications and Contract Documents that the Work is and will 33 remain free from defects in materials or workmanship for and during the period of two (2) years 34 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Trails of Elizabeth Creek Phase 6 City Project No 103333 006219-2 MAINTENANCE BOND Page 2 of 3 Bond No. 204148M 2 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part 3 upon receiving notice from the Developer and/or City of the need thereof at any time within the 4 Maintenance Period. 5 6 NOW THEREFORE, the condition of this obligation is such that if Principal shall 7 remedy any defective Work, for which timely notice was provided by Developer or City, to a 8 completion satisfactory to the City, then this obligation shall become null and void; otherwise to 9 remain in full force and effect. I0 11 PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 12 noticed defective Work, it is agreed that the Developer or City may cause any and all such 13 defective Work to be repaired and/or reconstructed with all associated costs thereof being borne 14 by the Principal and the Surety under this Maintenance Bond; and 15 16 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 17 Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort 18 Worth Division; and 19 20 PROVIDED FURTHER, that this obligation shall be continuous in nature and 21 successive recoveries may be had hereon for successive breaches. 22 23 24 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Trails ot'Elizabeth Creek Phase 6 City Project No. 103333 006219-3 MAINTENANCE BONI) Page 3 of 3 Bond No. 204148M I IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the 13 day of March , 2023. 3 4 5 6 7 8 PRINCIPAL: INDEPEi�,pENT UTILITY CONS CTION. INC. BY: ( A Signature Richard Wolfe. President 13 ( rit ci I) Secretary Mora n Wolfe Name and Title 14 I5 16 18 19 20 21 22 23 24 25 26 27 28 ATTEST: 29 30 31 (Surety) Secretary Frank A. Carrino 32 �% JIJU� 33 e as t Hess as to Principal Christina Garcia Address: 5109 Sun Valley Drive Fort Worth. Texas 76119 SURETY: WESTFIELD INSURANCE COMPANY BY: tgnature Kyle W. Sweeney. Attorney -in -Fact Name and Title Address: 555 Republic Drive. Suite 450 Plano, Texas 75074 34 Witne Sure ty Elizabeth Gray" Telephone Number: 972-516-2600 35 36 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 37 from the by-laws showing that this person has authority to sign such obligation. If 38 Surety's physical address is different from its mailing address, both must be provided. 39 40 The date of the bond shall not be prior to the date the Contract is awarded. 41 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Trails of Elizabeth Creek Phase 6 City Project No. 103333 IMPORTANT NOTICE To obtain information or make a complaint: You may call Westfield Insurance Company's and/or Ohio Farmers Insurance Company's toll -free telephone number for information or to make a complaint at: 1-800-368-3597 You may also write to Westfield Insurance Company and/or Ohio Farmers Insurance Company at: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 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(a�tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the agent or Westfield Insurance Company and/or Ohio Farmers insurance Comapny first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE Para obtener informacion o para someter una queja: Usted puede Ilamar al numero de telefono gratis de Westfield Insurance Company's / Ohio Farmers Insurance Company's para informacion o para someter una queja al: 1-800-368-3597 Usted tambien puede escribir a Westfield Insurance Company / Ohio Farmers Insurance Company: 555 Republic Drive, Suite 450 Plano, Texas 75074-8848 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: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 475-1771 Web: http:/Jwww.tdi.state.tx.us E-mail: ConsumerProtection(a�tdi.state.tx.us DISPUTAS SOBRE PRIMAS 0 RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o Westfield insurance Company / Ohio Farmers Insurance Company 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. THIS POWER OF ATTORNEY SUPERCEDES ANY PREVIOUS POWER BEARINu 1 HIS JAMt POWER # AND ISSUED PRIOR TO 04/20/11, FOR ANY PERSON OR PERSONS NAMED BELOW. POWER NO. 4220052 06 General Power Westfield Insurance Co. of Attorney Westfield National Insurance Co. Ohio Farmers Insurance Co, Westfield Center, Ohio CERTIFIED COPY Know All Men by These Presents, That WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, corporations, hereinafter referred to individually as a "Company" and collectively as "Companies," duly organized and existing under the laws of the State of Ohio, and having its prihcipal office in Westfield Center, Medina County, Ohio, do by these presents make, constitute and appoint CHARLES D. SWEENEY, MICHAEL A. SWEENEY, KYLE W. SWEENEY, ELIZABETH GRAY, JOINTLY OR SEVERALLY of FORT WORTH and State of TX its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings, or other instruments or contracts of suretyship - LIMITATION: THIS POWER OF ATTORNEY CANNOT BE USED TO EXECUTE NOTE GUARANTEE, MORTGAGE DEFICIENCY, MORTGAGE GUARANTEE, OR BANK DEPOSITORY BONDS. and to bind any of the Companies thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the applicable Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of each of the WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY: "Be It Resolved, that the President, any Senior Executive, any Secretary or any Fidelity & Surety Operations Executive or other Executive shall be and is hereby vested with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on behalf of the Company subject to the following provisions: The Attorney -in -Fact. may be given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be as binding upon the Company as If signed by the President and sealed and attested by the Corporate Secretary." "Be it Further Resolved, that the signature of any such designated person and the seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating thereto by facsimile, and any power of attorney or certificate bearing facsimile signatures or facsimile seal shall be valid and binding upon the Company with respect to any bond or undertaking to which it is attached." (Each adopted at a meeting held on February 8, 2000). In Witness Whereof, WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY have caused these presents to be signed by their Senior Executive and their corporate seals to be hereto affixed this 20th day of APRIL A.D., 2011 . w..owly, Corporate ..•`sZVRA...„ Seals C Affixed ,S.I `1S. z.ti 0.1. : u ? .. SEAL r ! ' N: SEAL �m: rr a +Zi'. ::O ; State of Ohio inn..... ............... .. County of Medina ss.: On this loth day of APRIL A.D., 2011 , before me personally came Richard L. Kinnaird, Jr. to me known, who, being by me duly sworn, did depose and say, that he resides in Medina, Ohio; that he is Senior Executive of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, the companies described in and which executed the above instrument; that he knows the seals of said Companies; that the seals affixed to said instrument are such corporate seals; that they were so affixed by order of the Boards of Directors of said Companies; and that he signed his name thereto by like order. StONA( �N's ' ,, S •• WESTFIELD INSURANCE COMPANY WESTFIELD NATIONAL INSURANCE COMPANY OHIO FARMERS INSURANCE COMPANY • Notarial Seal Affixed State of Ohio County of Medina ss.: : Richard L. Kinnaird, Jr., National Surety Leader and Senior Executive • William J. Kahelin, A irney at Law, Notary Public My Commission Does Not Expire (Sec. 147.03 Ohio Revised Code) 4rF Of � I, Frank A. Carrino, Secretary of WESTFIELD INSURANCE COMPANY, WESTFIELD NATIONAL INSURANCE COMPANY and OHIO FARMERS INSURANCE COMPANY, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by said Companies, which is still in full force and effect; and furthermore, the resolutions of the Boards of Directors, set out in the Power of Attorney are in full force and effect. In Witness Whereof, I have hereunto set my hand and affixed the seals of said Companies at Westfield Center, Ohio, this day of A ,,...ra.D.wly,• "• (DNA `gyp.• -1" :C;j 4 �,k SEAL ti 1.. N: SEAL Frank A. Carrino, Secretary Secretary BPOAC2 (combined) (06-02) 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 — Definitions and Terminology 1 1.01 Defined Terms 1 1.02 Terminology 5 Article 2 — Preliminary Matters 6 2.01 Before Starting Construction 6 2.02 Preconstruction Conference 6 2.03 Public Meeting 6 Article 3 — Contract Documents and Amending 6 3.01 Reference Standards 6 3.02 Amending and Supplementing Contract Documents 6 Article 4 — Bonds and Insurance 7 4.01 Licensed Sureties and Insurers 7 4.02 Performance, Payment, and Maintenance Bonds 7 4.03 Certificates of Insurance 7 4.04 Contractor's Insurance 9 4.05 Acceptance of Bonds and Insurance; Option to Replace 12 Article 5 — Contractor's Responsibilities 12 5.01 Supervision and Superintendent 12 5.02 Labor; Working Hours 13 5.03 Services, Materials, and Equipment 13 5.04 Project Schedule 14 5.05 Substitutes and "Or -Equals" 14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) 16 5.07 Concerning Subcontractors, Suppliers, and Others 16 5.08 Wage Rates 18 5.09 Patent Fees and Royalties 19 5.10 Laws and Regulations 19 5.11 Use of Site and Other Areas 19 5.12 Record Documents 20 5.13 Safety and Protection 21 5.14 Safety Representative 21 5.15 Hazard Communication Programs 22 5.16 Submittals 22 5.17 Contractor's General Warranty and Guarantee 23 CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 5.18 Indemnification 24 5.19 Delegation of Professional Design Services 24 5.20 Right to Audit: 25 5.21 Nondiscrimination 25 Article 6 - Other Work at the Site 26 6.01 Related Work at Site 26 Article 7 - City's Responsibilities 26 7.01 Inspections, Tests, and Approvals 26 7.02 Limitations on City's Responsibilities 26 7.03 Compliance with Safety Program 27 Article 8 - City's Observation Status During Construction 27 8.01 City's Project Representative 27 8.02 Authorized Variations in Work 27 8.03 Rejecting Defective Work 27 8.04 Determinations for Work Performed 28 Article 9 - Changes in the Work 9.01 Authorized Changes in the Work 9.02 Notification to Surety Article 10 - 10.01 10.02 10.03 Article 11- 11.01 11.02 11.03 11.04 11.05 11.06 11.07 11.08 Article 12 - 12.01 12.02 12.03 12.04 28 28 28 Change of Contract Price; Change of Contract Time 28 Change of Contract Price 28 Change of Contract Time 28 Delays 28 Tests and Inspections; Correction, Removal or Acceptance of Defective Work 29 Notice of Defects 29 Access to Work 29 Tests and Inspections 29 Uncovering Work 30 City May Stop the Work 30 Correction or Removal of Defective Work 30 Correction Period 30 City May Correct Defective Work 31 Completion 32 Contractor's Warranty of Title 32 Partial Utilization 32 Final Inspection 32 Final Acceptance 33 Article 13 - Suspension of Work 33 13.01 City May Suspend Work 33 Article 14 - Miscellaneous 34 14.01 Giving Notice 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJFCTS Revised: January 10, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 14.02 Computation of Times 34 14.03 Cumulative Remedies 34 14.04 Survival of Obligations 35 14.05 Headings 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10,2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone —A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor —An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 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. A11 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: NONE Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: NONE Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence:: NONE Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) ® Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 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 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnifii 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 peiiiut 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH STANDARD CITY CONDITIONS —DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 007310-30 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 007310-31 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 007310-32 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 007310-33 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 007310-34 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 007310-35 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 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 11 00 -1 DAP SUMMARY OF WORK SECTION 01 11 00 SUMMARY OF WORK PART 1- GENERAL 1.1 SUMMARY Page 1 of 3 A. Section Includes: 1. Summary of Work to be performed in accordance with the Contract Documents B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 2. Division 1 - General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 11 00 -2 DAP SUMMARY OF WORK Page 2 of 3 b. Excavated and waste materials shall be stored in such a way as not to interfere with the use of spaces that may be designated to be left free and unobstructed and so as not to inconvenience occupants of adjacent property. c. If the street is occupied by railroad tracks, the Work shall be carried on in such manner as not to interfere with the operation of the railroad. 1) All Work shall be in accordance with railroad requirements set forth in Division 0 as well as the railroad permit. D. Work within Easements 1. Do not enter upon private property for any purpose without having previously obtained permission from the owner of such property. 2. Do not store equipment or material on private property unless and until the specified approval of the property owner has been secured in writing by the Contractor and a copy furnished to the City. 3. Unless specifically provided otherwise, clear all rights -of -way or easements of obstructions which must be removed to make possible proper prosecution of the Work as a part of the project construction operations. 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, lawns, fences, culverts, curbing, and all other types of structures or improvements, to all water, sewer, and gas lines, to all conduits, overhead pole lines, or appurtenances thereof, including the construction of temporary fences and to all other public or private property adjacent to the Work. 5. Notify the proper representatives of the owners or occupants of the public or private lands of interest in lands which might be affected by the Work. a. Such notice shall be made at least 48 hours in advance of the beginning of the Work. b. Notices shall be applicable to both public and private utility companies and any corporation, company, individual, or other, either as owners or occupants, whose land or interest in land might be affected by the Work. c. Be responsible for all damage or injury to property of any character resulting from any act, omission, neglect, or misconduct in the manner or method or execution of the Work, or at any time due to defective work, material, or equipment. 6. Fence a. Restore all fences encountered and removed during construction of the Project to the original or a better than original condition. b. Erect temporary fencing in place of the fencing removed whenever the Work is not in progress and when the site is vacated overnight, and/or at all times to provide site security. c. The cost for all fence work within easements, including removal, temporary closures and replacement, shall be subsidiary to the various items bid in the project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 11 00 - 3 DAP SUMMARY OF WORK 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects Revised December 20, 2012 Page 3 of 3 Trails of Elizabeth Creek Phase 6 City Project No. 103333 012500-1 DAP SUBSTITUTION PROCEDURES SECTION 01 25 00 SUBSTITUTION PROCEDURES PART 1- GENERAL 1.1 SUMMARY Page 1 of 4 A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected if: a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 31 19 -1 DAP PRECONSTRUCTION MEETING SECTION 01 31 19 PRECONSTRUCTION MEETING PART 1- GENERAL 1.1 SUMMARY Page 1 of 3 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 31 19 -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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 31 19 -3 DAP PRECONSTRUCTION MEETING 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Page 3 of 3 Trails of Elizabeth Creek Phase 6 City Project No. 103333 013233-1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 SECTION 01 32 33 PRECONSTRUCTION VIDEO PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative and procedural requirements for: a. Preconstruction Videos B. Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a. Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Page 2 of 2 Trails of Elizabeth Creek Phase 6 City Project No. 103333 013300-1 DAP SUBMITTALS SECTION 01 33 00 DAP SUBMITTALS PART 1- GENERAL 1.1 SUMMARY Page 1 of 8 A. Section Includes: 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 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 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) "By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 1/2 inches x l l inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 33 00 -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 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 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 fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 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 a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Trails of Elizabeth Creek Phase 6 City Project No. 103333 013300-8 DAP SUBMITTALS 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised August 30, 2013 Page 8 of 8 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 45 23 DAP TESTING AND INSPECTION SERVICES SECTION 01 45 23 TESTING AND INSPECTION SERVICES PART 1- GENERAL 1.1 SUMMARY Page 1 of 2 A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 Trails of Elizabeth Creek Phase 6 City Project No. 103333 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. Magaiia Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City's document management system. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 Trails of Elizabeth Creek Phase 6 City Project No. 103333 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 Trails of Elizabeth Creek Phase 6 City Project No. 103333 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 Trails of Elizabeth Creek Phase 6 City Project No. 103333 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1, 2011 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 50 00 - 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised JULY 1,2011 Trails of Elizabeth Creek Phase 6 City Project No. 103333 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 PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 34 71 13 — Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Trails of Elizabeth Creek Phase 6 City Project No. 103333 015526-2 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 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Trails of Elizabeth Creek Phase 6 City Project No. 103333 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Page 3 of 3 Trails of Elizabeth Creek Phase 6 City Project No. 103333 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 31 25 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 57 13 -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 3. 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Depaitiiient of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 31 25 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Trails of Elizabeth Creek Phase 6 City Project No. 103333 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised July 1, 2011 Trails of Elizabeth Creek Phase 6 City Project No. 103333 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1- GENERAL 1.1 SUMMARY 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: https://apes.fortworthtexas.2ov/ProiectResources/ 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 60 00 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. Magana Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City's website. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised March 20, 2020 Trails of Elizabeth Creek Phase 6 City Project No. 103333 016600-1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 016600-2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 66 00 - 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY 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 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will be 27 allowed. 28 3. As -Built Survey 29 a. Measurement 30 1) This Item is considered subsidiary to the various Items bid. 31 b. Payment 32 1) The work performed and the materials furnished in accordance with this 33 Item are subsidiary to the various Items bid and no other compensation will be 34 allowed. 35 1.3 REFERENCES 36 A. Definitions 37 1. Construction Survey - The survey measurements made prior to or while 38 construction is in progress to control elevation, horizontal position, dimensions and 39 configuration of structures/improvements included in the Project Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised February 14, 2018 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 71 23 -2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 1 2. As -built Survey —The measurements made after the construction of the 2 improvement features are complete to provide position coordinates for the features 3 of a project. 4 3. Construction Staking — The placement of stakes and markings to provide offsets 5 and elevations to cut and fill in order to locate on the ground the designed 6 structures/improvements included in the Project Drawings. Construction staking 7 shall include staking easements and/or right of way if indicated on the plans. 8 4. Survey "Field Checks" — Measurements made after construction staking is 9 completed and before construction work begins to ensure that structures marked on 10 the ground are accurately located per Project Drawings. 11 B. Technical References 12 1. City of Fort Worth — Construction Staking Standards (available on City's Buzzsaw 13 website) — 01 71 23.16.01_ Attachment A_Survey Staking Standards 14 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 15 on City's Buzzsaw website). 16 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 17 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 18 Surveying in the State of Texas, Category 5 19 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. The Contractor's selection of a surveyor must comply with Texas Government 22 Code 2254 (qualifications based selection) for this project. 23 1.5 SUBMITTALS 24 A. Submittals, if required, shall be in accordance with Section 01 33 00. 25 B. All submittals shall be received and reviewed by the City prior to delivery of work. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 27 A. Field Quality Control Submittals 28 1. Documentation verifying accuracy of field engineering work, including coordinate 29 conversions if plans do not indicate grid or ground coordinates. 30 2. Submit "Cut -Sheets" conforming to the standard template provided by the City 31 (refer to 01 71 23.16.01 — Attachment A — Survey Staking Standards). 32 1.7 CLOSEOUT SUBMITTALS 33 B. As -built Redline Drawing Submittal 34 1. Submit As -Built Survey Redline Drawings documenting the locations/elevations of 35 constructed improvements signed and sealed by Registered Professional Land 36 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 — Attachment A 37 — Survey Staking Standards) . 38 2. Contractor shall submit the proposed as -built and completed redline drawing 39 submittal one (1) week prior to scheduling the project final inspection for City 40 review and comment. Revisions, if necessary, shall be made to the as -built redline 41 drawings and resubmitted to the City prior to scheduling the construction final 42 inspection. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised February 14, 2018 Trails of Elizabeth Creek Phase 6 City Project No. 103333 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 2 1.9 QUALITY ASSURANCE 3 A. Construction Staking 4 1. Construction staking will be performed by the Contractor. 5 2. Coordination 6 a. Contact City and Developer's Project Representative at least one week in 7 advance notifying the City of when Construction Staking is scheduled. 8 b. It is the Contractor's responsibility to coordinate staking such that 9 construction activities are not delayed or negatively impacted. 10 3. General 11 a. Contractor is responsible for preserving and maintaining stakes. If 12 Developer's Project Representative is required to re -stake for any reason, the 13 Contractor will be responsible for costs to perform staking. If in the opinion of 14 the City, a sufficient number of stakes or markings have been lost, destroyed 15 disturbed or omitted that the contracted Work cannot take place then the 16 Contractor will be required to stake or re -stake the deficient areas. 17 B. Construction Survey 18 1. Construction Survey will be performed by the Contractor. 19 2. Coordination 20 a. Contractor to verify that horizontal and vertical control data established in the 21 design survey and required for construction survey is available and in place. 22 3. General 23 a. Construction survey will be performed in order to construct the work shown 24 on the Construction Drawings and specified in the Contract Documents. 25 b. For construction methods other than open cut, the Contractor shall perform 26 construction survey and verify control data including, but not limited to, the 27 following: 28 1) Verification that established benchmarks and control are accurate. 29 2) Use of Benchmarks to furnish and maintain all reference lines and grades 30 for tunneling. 31 3) Use of line and grades to establish the location of the pipe. 32 4) Submit to the City copies of field notes used to establish all lines and 33 grades, if requested, and allow the City to check guidance system setup prior 34 to beginning each tunneling drive. 35 5) Provide access for the City, if requested, to verify the guidance system and 36 the line and grade of the carrier pipe. 37 6) The Contractor remains fully responsible for the accuracy of the work and 38 correction of it, as required. 39 7) Monitor line and grade continuously during construction. 40 8) Record deviation with respect to design line and grade once at each pipe 41 joint and submit daily records to the City. 42 9) If the installation does not meet the specified tolerances (as outlined in 43 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 44 the installation in accordance with the Contract Documents. 45 C. As -Built Survey 46 1. Required As -Built Survey will be performed by the Contractor. CITY OF FORT WORTH Trails of Elizabeth Creek Phase 6 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 103333 Revised February 14, 2018 01 71 23 -4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 1 2. Coordination 2 a. Contractor is to coordinate with City to confirm which features require as- 3 built surveying. 4 b. It is the Contractor's responsibility to coordinate the as -built survey and 5 required measurements for items that are to be buried such that construction 6 activities are not delayed or negatively impacted. 7 c. For sewer mains and water mains 12" and under in diameter, it is acceptable 8 to physically measure depth and mark the location during the progress of 9 construction and take as -built survey after the facility has been buried. The 10 Contractor is responsible for the quality control needed to ensure accuracy. 11 3. General 12 a. The Contractor shall provide as -built survey including the elevation and 13 location (and provide written documentation to the City) of construction 14 features during the progress of the construction including the following: 15 1) Water Lines 16 a) Top of pipe elevations and coordinates for waterlines at the following 17 locations: 18 (1) Minimum every 250 linear feet, including 19 (2) Horizontal and vertical points of inflection, curvature, 20 etc. 21 (3) Fire line tee 22 (4) Plugs, stub -outs, dead-end lines 23 (5) Casing pipe (each end) and all buried fittings 24 2) Sanitary Sewer 25 a) Top of pipe elevations and coordinates for force mains and siphon 26 sanitary sewer lines (non -gravity facilities) at the following locations: 27 (1) Minimum every 250 linear feet and any buried fittings 28 (2) Horizontal and vertical points of inflection, curvature, 29 etc. 30 3) Stormwater — Not Applicable 31 b. The Contractor shall provide as -built survey including the elevation and 32 location (and provide written documentation to the City) of construction 33 features after the construction is completed including the following: 34 1) Manholes 35 a) Rim and flowline elevations and coordinates for each manhole 36 2) Water Lines 37 a) Cathodic protection test stations 38 b) Sampling stations 39 c) Meter boxes/vaults (All sizes) 40 d) Fire hydrants 41 e) Valves (gate, butterfly, etc.) 42 f) Air Release valves (Manhole rim and vent pipe) 43 g) Blow off valves (Manhole rim and valve lid) 44 h) Pressure plane valves 45 i) Underground Vaults 46 (1) Rim and flowline elevations and coordinates for each 47 Underground Vault. 48 3) Sanitary Sewer 49 a) Cleanouts 50 (1) Rim and flowline elevations and coordinates for each CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised February 14, 2018 Trails of Elizabeth Creek Phase 6 City Project No. 103333 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 b) Manholes and Junction Structures 2 (1) Rim and flowline elevations and coordinates for each 3 manhole and junction structure. 4 4) Stormwater — Not Applicable 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY 8 PART2- PRODUCTS 9 A. A construction survey will produce, but will not be limited to: 10 1. Recovery of relevant control points, points of curvature and points of intersection. 11 2. Establish temporary horizontal and vertical control elevations (benchmarks) 12 sufficiently permanent and located in a manner to be used throughout construction. 13 3. The location of planned facilities, easements and improvements. 14 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 15 areas, utilities, streets, highways, tunnels, and other construction. 16 b. A record of revisions or corrections noted in an orderly manner for reference. 17 c. A drawing, when required by the client, indicating the horizontal and vertical 18 location of facilities, easements and improvements, as built. 19 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 20 construction staking projects. These cut sheets shall be on the standard city template 21 which can be obtained from the Survey Superintendent (817-392-7925). 22 5. Digital survey files in the following formats shall be acceptable: 23 a. AutoCAD (.dwg) 24 b. ESRI Shapefile (.shp) 25 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 26 standard templates, if available) 27 6. Survey files shall include vertical and horizontal data tied to original project 28 control and benchmarks, and shall include feature descriptions 29 PART 3 - EXECUTION 30 3.1 INSTALLERS 31 A. Tolerances: 32 1. The staked location of any improvement or facility should be as accurate as 33 practical and necessary. The degree of precision required is dependent on many 34 factors all of which must remain judgmental. The tolerances listed hereafter are 35 based on generalities and, under certain circumstances, shall yield to specific 36 requirements. The surveyor shall assess any situation by review of the overall plans 37 and through consultation with responsible parties as to the need for specific 38 tolerances. 39 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 40 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 41 1.0 ft. tolerance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised February 14, 2018 Trails of Elizabeth Creek Phase 6 City Project No. 103333 017123-6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 1 b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 2 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 3 walkways shall be located within the confines of the site boundaries and, 4 occasionally, along a boundary or any other restrictive line. Away from any 5 restrictive line, these facilities should be staked with an accuracy producing no 6 more than 0.05ft. tolerance from their specified locations. 7 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 8 electric lines, shall be located horizontally within their prescribed areas or 9 easements. Within assigned areas, these utilities should be staked with an 10 accuracy producing no more than 0.1 ft tolerance from a specified location. 11 e. The accuracy required for the vertical location of utilities varies widely. Many 12 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 13 should be maintained. Underground and overhead utilities on planned profile, 14 but not depending on gravity flow for performance, should not exceed 0.1 ft. 15 tolerance. 16 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 17 specifications or in compliance to standards. The City reserves the right to request a 18 calibration report at any time and recommends regular maintenance schedule be 19 performed by a certified technician every 6 months. 20 1. Field measurements of angles and distances shall be done in such fashion as to 21 satisfy the closures and tolerances expressed in Part 3.1.A. 22 2. Vertical locations shall be established from a pre -established benchmark and 23 checked by closing to a different bench mark on the same datum. 24 3. Construction survey field work shall correspond to the client's plans. Irregularities 25 or conflicts found shall be reported promptly to the City. 26 4. Revisions, corrections and other pertinent data shall be logged for future reference. 27 28 3.2 EXAMINATION [NOT USED] 29 3.3 PREPARATION [NOT USED] 30 3.4 APPLICATION 31 3.5 REPAIR / RESTORATION 32 A. If the Contractor's work damages or destroys one or more of the control 33 monuments/points set by the Developer's Project Representative, the monuments shall be 34 adequately referenced for expedient restoration. 35 1. Notify City or Developer's Project Representative if any control data needs to be 36 restored or replaced due to damage caused during construction operations. 37 a. Contractor shall perform replacements and/or restorations. 38 b. The City or Developer's Project Representative may require at any time a 39 survey "Field Check" of any monument or benchmarks that are set be verified 40 by the Developer's Project Representative before further associated work can 41 move forward. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised February 14, 2018 Trails of Elizabeth Creek Phase 6 City Project No. 103333 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 1 3.6 RE -INSTALLATION [NOT USED] 2 3.7 FIELD [old SITE QUALITY CONTROL 3 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 4 Developer's Project Representative in accordance with this Specification. This includes 5 easements and right of way, if noted on the plans. 6 B. Do not change or relocate stakes or control data without approval from the City. 7 3.8 SYSTEM STARTUP 8 A. Survey Checks 9 1. The City reserves the right to perform a Survey Check at any time deemed 10 necessary. 11 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 12 relieve the contractor of his/her responsibility for accuracy. 13 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING [NOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION 21 22 DATE NAME 8/31/2012 D. Johnson 8/31/2017 M. Owen Revision Log SUMMARY OF CHANGE Added instruction and modified measurement & payment under 1.2; added definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 — PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. Removed "blue text"; revised measurement and payment sections for Construction Staking and As -Built Survey; added reference to selection compliance with TGC 2/14/2018 M Owen 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as -built survey "during" and "after" construction; and revised acceptable digital survey file format CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised February 14, 2018 Trails of Elizabeth Creek Phase 6 City Project No. 103333 017423-1 DAP CLEANING SECTION 01 74 23 CLEANING PART 1- GENERAL 1.1 SUMMARY Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 017423-3 DAP CLEANING Page 3 of 4 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 74 23 - 4 DAP CLEANING END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Page 4 of 4 Trails of Elizabeth Creek Phase 6 City Project No. 103333 SECTION 01 77 19 CLOSEOUT REQUIREMENTS PART 1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses f. Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D. Notice of Project Completion CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 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 LOR] 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 017823-1 DAP OPERATION AND MAINTENANCE DATA SECTION 01 78 23 OPERATION AND MAINTENANCE DATA PART 1- GENERAL 1.1 SUMMARY Page 1 of 5 A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form 1. Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 1/2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual 3. Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content 1. Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 017823-3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking f. Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 017823-5 DAP OPERATION AND MAINTENANCE DATA 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] DATE NAME 8/31/2012 D. Johnson 4/7/2014 M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE 1.5.A.1 — title of section removed Revised for DAP Application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Page 5 of 5 Trails of Elizabeth Creek Phase 6 City Project No. 103333 017839-1 DAP PROJECT RECORD DOCUMENTS SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART 1- GENERAL 1.1 SUMMARY Page 1 of 4 A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED [oR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1 Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents 1. Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS Revised April 7, 2014 Trails of Elizabeth Creek Phase 6 City Project No. 103333 GC-4.02 Subsurface and Physical Conditions Page 1 of 1 GC-4.02 SUBSURFACE AND PHYSICAL CONDITIONS Madero Phase 3 City Project No. 103480 GEOTECHNICAL EXPLORATION TRAILS OF ELIZABETH CREEK PHASES 3 THROUGH 8 Off State Highway 114 Fort Worth, Texas ALPHA Report No. W170075-B WHERE IT ALL BEGINS ec n' .n Mate nvironmental GEOTECHNICAL EXPLORATION on TRAILS OF ELIZABETH CREEK PHASES 3 THROUGH 8 Off State Highway 114 Fort Worth, Texas ALPHA Report No. W170075-B Prepared for: D.R. HORTON — TEXAS, LTD. (DFW WEST DIVISION) 6751 North Freeway, Building A Fort Worth, Texas 76131 Attention: Mr. Mark Allen, P.E. August 4, 2017 Prepared By: ALPHA TESTING, INC. 5058 Brush Creek Road Fort Worth, Texas 76119 ALPHA XTESTING WHERE IT ALL BEGINS Geotechnical 5058 Brush Creek Road Construction Materials Fort Worth, Texas 76119 Environmental TBPE Firm No. 813 August 4, 2017 D.R. Horton — Texas, Ltd. (DFW West Division) 6751 North Freeway, Building A Fort Worth, Texas 76131 Attention: Mr. Mark Allen, P.E. Tel: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com Re: Geotechnical Exploration Trails of Elizabeth Creek Phases 3 through 8 Off State Highway 114 Fort Worth, Texas ALPHA Report No. W170075-B Attached is the report of the geotechnical exploration performed for the project referenced above. This study was authorized by Mr. Mark Allen, P.E. on January 11, 2017 and performed in accordance with ALPHA Proposal No. 56633 dated January 9, 2017. Geotechnical reports containing foundation recommendations for Phases 1 and 2 and pavement recommendations for the entire development (Phases 1 through 8) were also authorized with the same proposal and previously issued under ALPHA Report Nos. W170075-A dated April 17, 2017 and W170075-H on June 21, 2017, respectively. This report contains results of field explorations and laboratory testing and an engineering interpretation of these with respect to available project characteristics. The results and analyses were used to develop recommendations to aid design and construction of residential foundations. ALPHA TESTING, INC. appreciates the opportunity to be of service on this project. If we can be of further assistance, such as providing materials testing services during construction, please contact our office. * Ifrr *: e ... E�RIAN ,i. HOYT 115748 } f August 4, 2017 F • git MH/BJH/mh Copies: (1-PDF) Client Sincerely, ALPHA TESTING, INC. Mahsa Hedayi, PhD, P.E. Geotechnical Project Manager Brian J. Hoyt, P.E. Geotechnical Depattiiient Manager Dallas • Fort Worth • Houston • San Antonio TABLE OF CONTENTS On ALPHA REPORT NO. W170075-B 1.0 PURPOSE AND SCOPE 1 2.0 PROJECT CHARACTERISTICS 1 3.0 FIELD EXPLORATION 4 4.0 LABORATORY TESTS 4 5.0 GENERAL SUBSURFACE CONDITIONS 4 6.0 DESIGN RECOMMENDATIONS 6 6.1 Existing Structures 6 6.2 Slab -on -Grade Foundation 6 6.3 Post -Tensioning Institute, Design of Post -Tensioned Slabs -on -Grade 8 6.4 Lateral Earth Pressures for Site Retaining Walls 9 6.5 Shallow Foundations for Site Retaining Walls 10 6.6 Drainage and Other Considerations 11 7.0 GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS 12 7.1 Site Preparation and Grading 12 7.2 Foundation Excavations 14 7.3 Fill Compaction 14 7.4 Groundwater 15 8.0 LIMITATIONS 16 APPENDIX A-1 B-1 Methods of Field Exploration Site Location Plan — Figure 1 Boring Location Plans — Figures 2A through 2F Methods of Laboratory Testing Swell Test Results — Figures 3A through 3F Logs of Borings (Borings 71 through 227 and 229 through 248) Key to Soil Symbols and Classifications ALPHA Report No. WI70075-B 1.0 PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, INC. ("ALPHA") to evaluate for the "Client" some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of geotechnical design parameters for the subject construction. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the project site. Engineering analyses were performed from results of the field exploration and laboratory tests performed on representative samples. In addition, results of a Preliminary Geotechnical Exploration previously performed on site (ALPHA Report No. G132419 dated March 11, 2014) were reviewed and incorporated into this current study. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed from information obtained in test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. The nature and extent of variations between borings may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on -site observations and possibly other tests 2.0 PROJECT CHARACTERISTICS It is proposed to develop a new residential subdivision (Trails at Elizabeth Creek), at the locations summarized below in Fort Worth, Texas. A site plan illustrating the subject sites is provided as Figure 1, the Site Location Plan, in the Appendix of this report. • Phase 3 of the project generally extends between about 600 ft and 1,700 ft east of the intersection of SH114 and Roaring River Road and between about 1,300 and 2,700 ft south of SH114. At the time of our field exploration, the site consisted of agricultural land with trees along the fence lines. A residence was observed in the northern portion of the site, in vicinity of Boring 73 and 77. Review of the master grading plans provided by Jacobs Engineering Group indicate the site generally slopes down towards the south about 21 ft (Appx. Elev. 714 ft. to Elev. 693 ft). The referenced master grading plans indicated cuts of up to about 6 ft and fills of up to about 2 ft will be required to achieve final grade within the build pad areas. Borings 71 through 99 of the current study and Borings 3 and 15 of the preliminary geotechnical study performed for this site (Alpha Report No. G132419) were used to develop geotechnical recommendations for this phase*. 1 ALPHA Report No. WI70075-B • Phase 4 of the project generally extends between about 600 ft and 2,800 ft east of the intersection of SH114 and Roaring River Road, and between about 2,300 and 3,300 ft south of SH114. At the time of our field exploration, the site consisted of agricultural land with trees along the fence lines. A small creek was observed in in vicinity of Boring 105. Power lines and a utility easement were observed along the southern boundary of the property. Review of the master grading plans provided by Jacobs Engineering Group indicated the site generally slopes down towards the south about 19 ft (Appx. Elev. 704 ft. to Elev. 685 ft). The referenced plans indicated cuts of up to about 2 ft and fills of up to about 4 ft will be required to achieve final grade within the build pad areas. Borings 100 through 129 of the current study and Borings 14 and 15 of the preliminary geotechnical study performed for this site (Alpha Report No. G132419) were used to develop geotechnical recommendations for this phase*. • Phase 5 of the project generally extends between about 1,300 ft and 2,900 ft east of the intersection of SH114 and Roaring River Road, and between about 3,200 and 4,300 ft south of SH114. Borings 130 through 157 of the current study and Borings 13 and 17 of the preliminary geotechnical study performed for this site (Alpha Report No. G132419) were used to develop geotechnical recommendations for this phase*. At the time of our field exploration, the site consisted of agricultural land with tree lines along the fence lines. A drainage ditch oriented in north -south direction was observed in vicinity of Borings 142, 148, 152 and 155. Power lines and a utility easement were observed along the southern boundary of the property. Review of the grading plans provided by Jacobs Engineering Group Inc. (Sheets 5.1 to 5.4 of 92, dated June 2017) indicate the site generally slopes down towards the south about 12 ft (Appx. Elev. 687 ft to Elev. 675 ft). The referenced grading plans indicates cuts of up to about 2 ft and fills of up to about 9 ft will be required to achieve final grade within the building pad areas. • Phase 6 of the project generally extends between about 600 ft and 1,700 ft east of the intersection of SH114 and Roaring River Road, and between about 3,200 and 4,000 ft south of SH114. Borings 158 through 188 of the current study and Borings 17 and 19 of the preliminary geotechnical study performed for this site (Alpha Report No. G132419) were used to develop geotechnical recommendations for this phase*. At the time of our field exploration, the site consisted of agricultural land with tree along the fence lines. A drainage ditch was observed in vicinity of Borings 180 and 185. Power lines and a utility easement were observed in the southern portion of the site, in vicinity of Borings 176, 182 and 183. A gas line easement was also observed in the northern portion of the site, in vicinity of Boring 152. Review of the grading plans provided by Jacobs Engineering Group Inc. (Sheets 6.1 to 6.4 of 92, dated June 2017) indicate the site generally slopes down towards the south about 27 ft (Appx. Elev. 693 ft to Elev. 666 ft). The referenced grading plans indicated cuts of up to about 8 ft and fills of up to about 9 ft will be required to achieve final grade within the building pad areas. • Phase 7 of the project generally extends between about 2,400 ft and 4,800 ft east of the intersection of SH114 and Roaring River Road, and about 4,000 ft south of SH114. Borings 189 through 220 of the current study and Borings 7 and 8 of the preliminary geotechnical study performed for this site (Alpha Report No. G132419) were used to develop geotechnical recommendations for this phase*. At the time of our field exploration, the western portion of the site generally consisted of a fenced tract of cleared 2 ALPHA Report No. WI70075-B land. A pond and a gas pad were observed in the southwestern portion of the property. The remaining portion of the site generally consisted of an open field with some scattered trees. A gas well pad and associated access road were observed on the northern portion of the site. Review of the master grading plan provided by Jacobs Engineering Group indicate the site generally slopes down towards the south about 25 ft (Appx. Elev. 722 ft. to Elev. 697 ft). The referenced master grading plans indicate cuts of up to about 2 ft and fills of up to about 10 ft will be required to achieve final grade within the building pad areas. • Phases 8A and 8B of the project generally extend about 3,200 ft to 5,200 ft east of the intersection of SH114 and Roaring River Road, and about 1,400 to 2,800 ft south of SH114. Borings 221 through 248 of the current study and Borings 7, 8 and 12 of the preliminary geotechnical study performed for this site (Alpha Report No. G132419) were used to develop geotechnical recommendations for this phase*. At the time of our field exploration, the site generally consisted of an open field with scattered to dense tree cover in the southern and northern portions of the site. A creek was observed in vicinity of Borings 232 and 233. Power lines and utility easements were observed along the southern and western boundaries of the site. Review of the master grading plans provided by Jacobs Engineering Group indicate the site within Phase 8A generally slopes down towards the south about 24 ft (Appx. Elev. 696 ft. to Elev. 688 ft). Grading plans for Phase 8.b provided by Jacobs Engineering Group Inc. (Sheets 8B.1 and 8B.2 of 92, dated June 2017) indicate the site within Phase 8B generally slopes down towards the southeast about 7 ft (Appx. Elev. 695 ft to Elev. 688 ft). Review of the referenced grading plans indicates fills of up to about 8 ft will be required to achieve final grade within the building pad areas. *The remaining borings of the referenced preliminary geotechnical exploration were located outside the current study area and therefore, not considered in this study. Boring location plans illustrating the location of each boring within the phases are provided as Figures 2A through 2F, the boring location plan attached to this report. Other information regarding previous developments on site was not provided to us at the time of this study. Present plans provide for the construction of new residential buildings. The new structures are expected to create light loads to be carried by the foundations. We understand the new structures will be supported using post -tensioned slab -on -grade foundations designed for potential seasonal movements of 41/2 inches or less. Based on the referenced grading plans, it appears low level site retaining walls (less than about 5 ft tall) are planned within the subdivision. Lateral earth pressure parameters and general foundation recommendations for retaining walls are provided in this report. Global stability analyses of the retaining walls are considered outside the scope of this study. Our office should be contacted if global stability analyses of retaining walls are desired. 3 ALPHA Report No. WI70075-B 3.0 FIELD EXPLORATION Subsurface conditions within Phase 3 through 8 were explored by drilling a total of 177 test borings (Borings 71 through 227 and 229 through 249) to a depth of about 20 ft each. Boring 228 was not drilled due to dense tree coverage in vicinity of the boring which prevented access to the boring. In addition, eight (8) test borings (Borings 3, 7, 8, 12 through 15, 17 and 19) drilled to a depth of about 20 ft each for the preliminary geotechnical study (ALPHA Report No. G132419 dated March 11, 2014) were reviewed and incorporated into this study. The remaining borings of the referenced preliminary geotechnical study were located outside the subject phases and therefore not considered in this study. The borings were performed in general accordance with ASTM D 420 using standard rotary drilling equipment. The approximate location of each test boring is shown on the Boring Location Plan, Figure 1, enclosed in the Appendix of this report. Details of drilling and sampling operations are briefly summarized in Methods of Field Exploration, Section A-1 of the Appendix. Subsurface types encountered during the field exploration are presented on the Log of Boring sheets (boring logs) included in the Appendix of this report. The boring logs contain our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, the boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. 4.0 LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for residential foundation design and earthwork construction. A brief description of testing procedures used in the laboratory can be found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results are presented either on the Log of Boring sheets or on summary data sheets also enclosed in the Appendix. 5.0 GENERAL SUBSURFACE CONDITIONS Based on geological atlas maps available from the Bureau of Economic Geology, published by the University of Texas at Austin, the project site lies within the Fort Worth Limestone and Duck Creek formations mapped as undivided. The Fort Worth Limestone and Duck Creek undivided formation generally consists of limestone with marl (limey shale) layers. Residual overburden soils associated with this undivided formation generally consist of clay soils with low to high shrink/swell potential. Subsurface conditions encountered in borings performed for Phase 3 generally consisted of about 2 ft to 17 ft of clay soils underlain by limestone extending to the 20 ft termination depth of the borings. Limestone layer encountered in Borings 84 and 85 extended to depths of about 12 ft and 14 ft below existing ground surface, underlain by clay soils which extended to the 20 ft termination depth of the borings. Clay soils extended to the 20 ft termination depth of Borings 88 and 95. Free groundwater was encountered at depths of about 6 ft to 19 ft below the ground surface on drilling tools during drilling and/or in the open boreholes immediately upon completion of the drilling in Borings 83, 88, 89, 95, 96, 98 and 99. 4 ALPHA Report No. WI70075-B Subsurface conditions encountered in borings performed for Phase 4 generally consisted of about 4 ft to 18 ft of clay soils underlain by limestone extending to the 20 ft termination depth of the borings. Clay soils extended to the 20 ft termination depth of borings 114, 122, 123, 124, 127, 128 and 129. Clay soils in Boring 115 extended to a depth of about 18 ft and were underlain by clayey gravel soils extending to the 20 ft termination depth of the boring. During our field investigation, free groundwater was encountered at depths of about 4 ft to 17 ft on drilling tools during drilling and/or in the open boreholes immediately upon completion in Borings 105, 109 through 112, 115, 116, 117, 120, 122, 123 and 126 through 129. Subsurface conditions encountered in borings performed for Phase 5 generally consisted of about 4 ft to 13 ft of clay soils underlain by limestone extending to the 20 ft termination depth of the borings. During our field investigation, free groundwater was encountered at depths of about 4 ft to 19 ft on drilling tools during drilling and/or in the open boreholes immediately upon completion of drilling in Borings 130, 131, 133, 136, 137, 139, 141, 142, 145, 155 and 156. Subsurface conditions encountered in borings performed for Phase 6 generally consisted of about 2 ft to 12 ft of clay soils underlain by limestone extending to the 20 ft termination depth of the borings. A, layer of clayey sand, about 3 ft thick, was encountered at a depth of about 8 ft below the ground surface in Boring 166 and a layer of clayey gravel, about 2 ft thick, was encountered at a depth of about 2 ft in Boring 174. During our field investigation, free groundwater was encountered at depths of about 8 ft, 4 ft and 12 ft on drilling tools during drilling in Borings 176, 180 and 182, respectively. Free groundwater was also encountered in the open boreholes immediately upon completion of the drilling at depths of about 3 ft and 19 ft below existing ground surface in Borings 176 and 182, respectively. Subsurface conditions encountered in borings performed for Phase 7 generally consisted of about 1 ft to 11 ft of clay soils underlain by limestone extending to the 20 ft termination depth of the borings. About 2 ft of gravel was encountered above the limestone in Boring 217. During our field investigation, free groundwater was encountered at depths of about 3 ft and 4 ft below the ground surface on drilling tools during drilling in Borings 197 and 218, respectively. Subsurface conditions encountered in Phases 8a and 8b generally consisted of clay soils extending to depths of about 5 ft to 15 ft below existing ground surface underlain by limestone extending to the 20 ft termination depth of the borings. A layer of gravel, about 4 ft thick, was encountered at a depth of about 10 ft in Boring 233. During our field investigation, free groundwater was encountered at a depth of about 8 ft below the ground surface on drilling tools during drilling in Borings 225 and 229. More detailed stratigraphic information is presented on the Log of Boring sheets attached to this report. The granular materials (gravel, clayey gravel and clayey sand) encountered in the borings are considered relatively impermeable and are anticipated to have a relatively rapid response to water movement. However, the clay and limestone materials encountered in the borings are considered relatively impermeable and are anticipated to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the subject site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions, and subsurface drainage characteristics. 5 ALPHA Report No. WI70075-B During our field investigation, free groundwater was encountered in several borings, as discussed above. It is common to encounter seasonal groundwater in granular material, from natural fractures within the clayey matrix, at the soil/rock (limestone) interface or from fractures in the rock, particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed Further details concerning subsurface materials and conditions encountered can be obtained from the boring logs provided in the Appendix of this report. 6.0 DESIGN RECOMMENDATIONS The following design recommendations were developed on the basis of the previously described Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). Should the project criteria change, our office should conduct a review to determine if modifications to the recommendations are required. Further, it is recommended our office be provided with a copy of the final building plans and specifications for review prior to construction. The following design criteria given in this report were developed assuming slab -on -grade foundations are constructed exclusively within the designated building pad areas and at final grades represented on the referenced grading plans as applicable. Cutting and filling on the site other than represented on the provided grading plans can alter the recommended foundation design parameters. Therefore, it is recommended our office be contacted before performing other cutting and filling on site to verify appropriate design parameters are utilized for final foundation design. 6.1 Existing Structures As discussed in Section 2.0 above, some existing buildings were observed on site. We understand the existing buildings will be demolished prior to new construction. Any soil disturbed due to removal of structures or foundations should be re -compacted in accordance with Section 7.3. Foundation elements of the demolished structures should be removed or cut off at least 1 ft below finished grade or 1 ft below the new structural elements, whichever is deeper. All abandoned utility lines should be either removed or positively sealed to prevent possible water seepage into subgrade soils. 6.2 Slab -on -Grade Foundation Slab -on -grade foundations should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system. A net allowable soil bearing pressure of 1.5 kips per sq ft may be used for design of all grade beams bearing on competent limestone, undisturbed cuts in native clay soils or on general fill material placed as recommended in Section 7.3 of this report. Grade beams should bear a minimum depth of 12 inches below final grade and should have a minimum width of 10 inches considering the recommended bearing capacity. 6 ALPHA Report No. WI70075-B To reduce cracking as normal movements occur in foundation soils, all grade beams and slab foundations should be adequately reinforced with steel (conventional reinforcing steel and/or post -tensioned reinforcement). It is common to experience some minor cosmetic distress to structures with slab -on -grade foundation systems due to normal ground movements. A properly designed and constructed moisture barrier should be placed between the slabs and subgrade soils to retard moisture migration through the slabs. Conditions encountered in the test borings, the planned cut/fill within the building pads and results of the laboratory tests reveal variations in highly expansive clay thickness and expansive properties across the site. Such variations in clay thickness and expansive properties will directly affect design parameters used for slab -on -grade type foundations. Therefore, lots with apparently common average clay thickness, similar expansive clay properties and similar corresponding estimated potential movements have been grouped into Zones I, II, III and IV and delineated with heavy broken lines on the Boring Location Plans, Figures 2A through 2F. Subgrade improvement in the respective Zones (see Figures 2A through 2E) should be performed using the information tabulated below: ZONE TABLE A: Estimated Potential Seasonal Movements ESTIMATED POTENTIAL IMPROVEMENT REQUIRED TO MOVEMENT, REDUCE MOVEMENTS TO 4% INCHES INCHES I Up to 2 No Improvement Required II Up to 31/2 No Improvement Required III Up to 41/2 No Improvement Required IV Up to 4 1/2* Cover with Plastic Sheeting after Placing Fill* *After general fill placed in accordance with Section 7.3 is used to raise the grade in Zone IV, the lots should be covered with plastic sheeting. Potential movements could be up to about 6 inches if plastic sheeting is not placed after grading is completed. This sheeting (min 6 mil) should be placed 8 to 12 inches below final grade and should also extend at least 5 ft beyond the perimeter of the building pad. 7 ALPHA Report No. WI70075-B The above potential seasonal movements were estimated using results of absorption swell tests, in general accordance with methods outlined by the Texas Department of Transportation (TxDOT) Test Method Tex-124-E and engineering judgment and experience. Estimated movements were calculated assuming the moisture content of the in -situ soil within the normal zone of seasonal moisture content change varies between a "dry" condition and a "wet" condition as defined by Tex-124-E. Also, it was assumed a 1 psi surcharge load from the floor slab acts on the subgrade soils. Movements exceeding those predicted above could occur if positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface moisture migration from off -site locations. Potential seasonal movements in some areas of Zones I and II could be less than 2 inches and 31/2 inches, respectively where limestone is near final grade. However, due to the variability of the depth to limestone in Zones I and II and across the site, we recommend using 2 and 31/2 inches for design purposes, respectively. Potential seasonal movements were estimated assuming fill material used to raise the grade will consist of onsite or similar material with a plasticity index of 50 or less. If the plasticity index of material used to raise the grade is higher than 50, potential movements could be higher than estimated above. 6.3 Post -Tensioning Institute, Design of Post -Tensioned Slabs -on -Grade Provided below is information for design of the post -tensioned, slab -on -grade foundations. Design parameters provided below were evaluated based on the conditions encountered in the borings and using information and correlations published by PTI Third Edition and VOLFLO 1.5 computer program provided by Geostructural Tool Kit, Inc. (GTI). TABLE B: PTI Design Parameters Potential Seasonal Movement = 2 inches (In Zone I) EDGE LIFT CENTER LIFT Edge Moisture Distance (em), ft 4.3 7.5 Differential Soil Movement (yin), inches 1.3 (swell) 1.0 (Shrink) TABLE C: PTI Design Parameters Potential Seasonal Movement = 3% inches (In Zone II) EDGE LIFT CENTER LIFT Edge Moisture Distance (em), ft Differential Soil Movement (ym), inches 4.3 7.5 1.8 (swell) 1.4 (Shrink) 8 ALPHA Report No. W 170075-B TABLE D: PTI Design Parameters Potential Seasonal Movement = 4% inches (In Zone III and after placing plastic sheeting in Zone IV) EDGE LIFT CENTER LIFT Edge Moisture Distance (em), ft Differential Soil Movement (ym), inches 4.3 2.2 (swell) 6.4 Lateral Earth Pressures for Site Retaining Walls 7.5 1.6 (Shrink) Retaining walls should be designed to resist the expected lateral earth pressures. The magnitude of lateral earth pressure against retaining walls is dependent on the method of backfill placement, type of backfill soil, drainage provisions, and type of wall (rigid or yielding) after placement of the backfill. Experience demonstrates when a wall is held rigidly against horizontal movement (restrained at the top); the lateral pressure (at -rest lateral earth pressure) against the wall is greater than the normally assumed active pressure. Yielding walls (rotation at the top of at least 0.1 percent of the wall height) and walls not sensitive to some movements can be designed for active earth pressures (ka). Rigid walls should be designed using the higher at -rest lateral earth pressures (ko). Walls should be designed using the equivalent fluid pressures provided in Table E below, considering a triangular distribution and assuming a horizontal ground surface extending back from the top of the wall. The equivalent fluid pressures provided do not include a factor of safety. TABLE E: Lateral Earth Pressures Horizontal Ground Surface Extending Back from the Top of the Wall Equivalent Fluid Pressure, pcf Undrained including Hydrostatic Pressure 89 79 105 96 Material Condition Free Draining Granular Soil 0=35°, YT =125 pcf Site Clay Soil, 0=15°, YT =120 pcf At -Rest, ko=0.42 Active, ka=0.27 At -Rest, ko=0.74 Active, ka=0.59 Drained 53 34 Free draining granular backfill should consist of a clean, non -plastic, relatively well - graded granular soil consisting of sand, gravel or a sand and gravel mixture, with less than 5 percent finer than the No. 200 sieve size. To reduce surface water seepage into the free draining backfill, the top 1-ft of the backfill should consist of on -site clay soil with a plasticity index of at least 25. 9 ALPHA Report No. WI70075-B At least 1 ft of free draining material should be provided between vertical cuts in competent limestone and the back of the wall. The free draining granular backfill should extend outward at least 2 ft from the base of clay soils and then extend upward on a 1 (horizontal) to 2 (vertical) slope away from the wall. The free draining granular backfill should be separated from the adjacent native soils using a filter fabric (Mirafi 140N, or equivalent) to prevent intrusion of native soils into the free draining granular backfill. Complete drainage of the free draining granular backfill could be provided to prevent the development of hydrostatic pressures behind the wall. A typical drainage system could consist of perforated plastic PVC pipes placed in filter trenches excavated parallel to the base of the walls for their entire length. The drain pipes should be positioned at a depth lower than the bottom elevation of the wall and should also be wrapped with filter fabric (Mirafi 140N, or equivalent). A drainage system is beneficial regardless of the type of backfill used behind the wall. As a minimum, weep holes should be provided. However, weep holes alone will not prevent occasional build-up of hydrostatic pressures. Lightweight, hand -controlled vibrating plate compactors are recommended for compaction of backfill adjacent to walls to reduce the possibility of increases in lateral pressures due to over -compaction. Heavy compaction equipment should not be operated near the walls. Also, compaction of backfill soils behind walls should not exceed 100 percent standard Proctor maximum dry density (ASTM D 698) to further limit lateral earth pressures against walls. The lateral earth pressures above do not include the effects of surcharge loading on the wall due to sloping backfill or from other loads near the walls. Surcharge loads should be multiplied by the appropriate lateral earth pressure coefficient from Table E above and applied as a uniform lateral load over the full height of the wall. 6.5 Shallow Foundations for Site Retaining Walls The site retaining walls could be supported using a shallow footing foundation system provided they can withstand the seasonal movements discussed earlier in this report (up to about 6 inches depending on the location on the site). If this level of movement cannot be tolerated, ALPHA should be contact for additional recommendations to reduce potential movements of retaining wall footings to the desired level. Retaining wall footings for walls less than 4 ft tall should be embedded at least 1 ft below final grade. Retaining walls footings for walls taller than 4 ft should be embedded at least 2 ft below final grade. The footings should extend past the depth of existing or planned fill to bear on native soils or competent limestone. These embedment depths are considered minimum depths. Deeper embedments could be required depending on other requirements for sliding, overturning, etc., which should be evaluated by the structural engineer. 10 ALPHA Report No. WI70075-B Retaining wall foundations constructed as discussed above can be designed using a net allowable bearing pressure of 2.0 kips per sq ft for wall (strip type) footings. Wall footings should have a least dimension of 18 inches in width for bearing capacity considerations. Foundations subject to lateral loadings should be proportioned such that the resultant soil reaction force on the base of the foundation lies within the middle one- third of the foundation. Careful monitoring during construction is necessary to locate any pockets or seams of unsuitable materials which might be encountered in excavations for footings. Unsuitable materials encountered at the foundation bearing level should be removed and replaced with lean concrete (at least 200 psi strength at 28 days) or structural concrete. Resistance to sliding will be developed by friction along the base of the footings and passive earth pressure acting on the vertical face of the footings and a (possible) key installed in the base of the footings. It is recommended a coefficient of base friction of 0.3 be used along the bottom of the footings. The available passive earth resistance on the vertical face of the footings and keys may be calculated using a uniform allowable passive earth pressure of 500 psf for footings and (possible) keys bearing against vertical undisturbed cuts in native clay soils and limestone, or against fill material placed as recommended in Section 7.3 below. The passive resistance along the vertical face of the footing should be neglected within 2 ft of the final site grade. 6.6 Drainage and Other Considerations Adequate drainage should be provided to reduce seasonal variations in the moisture content of foundation soils. All pavement and sidewalks within 5 ft of the residences should be sloped away from the structures to prevent ponding of water around the foundations. Final grades within 5 ft of the structures should be adjusted to slope away from the structures at a minimum slope of 2 percent. Maintaining positive surface drainage throughout the life of the structures is essential. In areas with pavement or sidewalks adjacent to the new residences, a positive seal must be maintained between the structure and the pavement or sidewalk to minimize seepage of water into the underlying supporting soils. Post -construction movement of pavement and flatwork is common. Normal maintenance should include examination of all joints in paving and sidewalks, etc. as well as resealing where necessary. Several factors relate to civil and architectural design and/or maintenance, which can significantly affect future movements of the foundation and floor slab systems: 1. Large trees and shrubs should not be allowed closer to the foundation than a horizontal distance equal to roughly one-half of their mature height due to their significant moisture demand upon maturing. 2. Moisture conditions should be maintained "constant" around the edge of the slab. Ponding of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause slab movements beyond those predicted in this report. 11 ALPHA Report No. WI70075-B 3. Planter box structures placed adjacent to buildings should be provided with a means to assure concentrations of water are not available to the subsoil stratigraphy. 4. Architectural design of the floor slabs should avoid additional features such as wing walls as extensions of the slab. 5. The root systems from existing trees at this site will have dried and desiccated the surrounding clay soils, resulting in soil with near -maximum swell potential. Clay soils surrounding tree root mats in planned building pad and flatwork areas should be removed to a depth of at least 1 ft below the root ball and compacted in -place with moisture and density control as described in Section 7.3 of this report, below. Trench backfill for utilities should be properly placed and compacted as outlined in Section 7.3 of this report and in accordance with requirements of local City standards. Since granular bedding backfill is used for most utility lines, the backfilled trench should not become a conduit and allow access for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay plugs should be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structure. 7.0 GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS Variations in subsurface conditions could be encountered during construction. To permit correlation between test boring data and actual subsurface conditions encountered during construction, it is recommended a registered Professional Engineering firm be retained to observe construction procedures and materials. Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated until the course of construction. The recommendations offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the borings. 7.1 Site Preparation and Grading Limestone was encountered as shallow as 4 ft below the existing ground surface in several borings. We expect limestone will be encountered during general excavation at this site. From our experience, this limestone can be hard and may be difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) may be required to remove the limestone. Crushing equipment may be required to process this limestone if it is desired to use this material as compacted fill on the site. The contractor selected should have experience with excavation in hard limestone. All areas supporting slab foundations, flatwork or areas to receive new fill should be properly prepared. 12 ALPHA Report No. WI70075-B After completion of the necessary stripping, clearing, and excavating and prior to placing any required fill, the exposed subgrade should be carefully evaluated by probing and testing. Any undesirable material (organic material, wet, soft, or loose soil) still in place should be removed. The exposed subgrade should be further evaluated by proof -rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 10 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. Proof -rolling procedures should be observed routinely by a Professional Engineer or his designated representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed from the proof roll should be removed and replaced with well -compacted material as outlined in Section 7.3. Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth of 6 inches and recompacted as outlined in Section 7.3. If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench width of five (5) ft. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended in Section 7.3 of this report, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing utility lines under pavement and wall backfill. Slope stability analysis of embankments (natural or constructed) and global stability analysis for retaining walls was not within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be place well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. 13 ALPHA Report No. WI70075-B Due to the nature of the clay soils found near the surface at the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 7.2 Foundation Excavations All foundation excavations should be monitored to verify foundations bear on suitable material. The bearing stratum exposed in the base of all foundation excavations should be protected against any detrimental change in conditions. Surface runoff water should be drained away from excavations and not allowed to collect. All concrete for foundations should be placed as soon as practical after the excavation is made. Prolonged exposure of the bearing surface to air or water will result in changes in strength and compressibility of the bearing stratum. Therefore, if delays occur, excavations should be slightly deepened and cleaned, in order to provide a fresh bearing surface. 7.3 Fill Comnaction Clay soils with a plasticity index equal to or greater than 25 should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of 2 to 6 percentage points above optimum. Clay, shaly clay, and calcareous clay soils with a plasticity index less than 25 should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. Clayey materials used as fill should be processed and the largest particle or clod should be less than 6 inches prior to compaction. Processed limestone and gravel used as fill should be compacted to at least 95 percent of standard Proctor maximum dry density. The compacted moisture content of the processed limestone is not considered crucial to proper performance. However, if the material's moisture content during placement is within 3 percentage points of optimum, the compactive effort required to achieve the minimum compaction criteria may be minimized. Individual rock pieces larger than 6 inches in dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the bottom of floor slabs, the maximum allowable size of individual rock pieces should be reduced to 3 inches. Processed limestone used as fill should incorporate sufficient fines to prevent the presence of voids around larger diameter rock pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. 14 ALPHA Report No. WI70075-B In cases where either mass fills or utility lines are more than 10 ft deep, the fill/backfill below 10 ft should be compacted to at least 98 percent of standard Proctor maximum dry density (ASTM D-698) and within 2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as outlined above. Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and compacting each lift to at least the specified minimum dry density. Field density and moisture content tests should be performed on each lift. 7.4 Groundwater Groundwater was encountered at depths of about 4 ft to 19 ft below the existing ground surface in several borings. From our experience, shallower groundwater seepage could be encountered from the subsurface stratigraphy in excavations for foundations, utilities and other general excavations at this site. The risk of seepage increases with depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be adequate to control seepage on a local basis. In any areas where cuts are made to establish final grades, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. Also, the risk of seepage is increased where limestone is exposed in excavations and slopes or is near final grade. In these areas subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other dewatering devices should be carefully addressed during construction. Our office could be contacted to visually observe final grades to evaluate the need for such drains. 15 ALPHA Report No. WI70075-B 8.0 LIMITATIONS Professional services provided in this geotechnical exploration were performed, findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA, upon written request, can be retained to provide same. ALPHA TESTING, INC. is not responsible for conclusions, opinions or recommendations made by others based on this data. Information contained in this report is intended for the exclusive use of the Client (and their designated design representatives), and is related solely to design of the specific structures outlined in Section 2.0. No party other than the Client (and their designated design representatives) shall use or rely upon this report in any manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such intended use. Any such third party using this report after obtaining ALPHA's written acceptance shall be bound by the limitations and limitations of liability contained herein, including ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which ALPHA may provide additional services if requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1) year after completion of this report. Non-compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. Recommendations provided in this report are based on our understanding of information provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, our office should be contacted immediately since this may materially alter the recommendations. Further, ALPHA TESTING, INC. is not responsible for damages resulting from workmanship of designers or contractors and it is recommended the Owner retain qualified personnel, such as a Geotechnical Engineering firm, to verify construction is performed in accordance with plans and specifications. 16 APPENDIX ALPHA Report No. WI70075-B A-1 METHODS OF FIELD EXPLORATION Using standard rotary drilling equipment, a total of 177 test borings were performed for this geotechnical exploration. The approximate locations of the borings are shown on the Boring Location Plans, Figures 2A through 2F. The test boring locations were staked by using a handheld GPS unit and/or pacing/taping and estimating right angles from landmarks which could be identified in the field and as shown on the site plan provided during this study. The locations of the test borings shown on the Boring Location Plan are considered accurate only to the degree implied by the methods used to define them. Relatively undisturbed samples of the cohesive subsurface materials were obtained by hydraulically pressing 3-inch O.D. thin -wall sampling tubes into the underlying soils at selected depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and evaluated visually. One representative portion of each sample was sealed in a plastic bag for use in future visual evaluation and possible testing in the laboratory. A modified version of the Texas Cone Penetration (TCP) test was completed in the field to determine the apparent in -place strength characteristics of the rock type materials. A 3-inch diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for TxDOT strength correlations. In this case, ALPHA TESTING, INC. has modified the procedure by using a 140-pound hammer dropping 30-inches for completion of the field test. Depending on the resistance (strength) of the materials, either the number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field log and are shown on the Log of Boring sheets as "TX Cone" (reference TxDOT Test Method TEX 132-E, as modified). Logs of the borings are included in the Appendix of this report. The logs show visual descriptions of subsurface strata encountered using the Unified Soil Classification System. Sampling information, pertinent field data, and field observations are also included. Samples not consumed by testing will be retained in our laboratory for at least 14 days and then discarded unless the Client requests otherwise. f GEOTECHNICAL EXPLORATION TRAILS OF ELIZABETH CREEK PHASES 3 THROUGH 8 OFF STATE HIGHWAY 114 DENTON COUNTY, TEXAS ALPHA PROJECT NO. W170075-B STATE HIGHWAY 114 11I I1ll11 iiJ I I II_ +' " PHASE 1 (W 170075-A) >. N V J/ ILPHA+VESTING INHERE IT ALL BEGINS FIGURE 1 fi PHASE 6 (FIG 2D SITE LOCATION PLAN B-3 GEOTECHNICAL EXPLORATION TRAILS OF ELIZABETH CREEK PHASES 3 THROUGH 8 OFF STATE HIGHWAY 114 DENTON COUNTY, TEXAS ALPHA PROJECT NO. W170075-B A L R H A T E T I APPROXIMATE PRELIMINARY BORING L CATION (G132419) WHERE IT A IIE a I N S ± APPROXIMATE BORING LOCATION FIGURE 2A (PHASE 3) ZONE I ME ZONE III BORING LOCATION PLAN ZONE II MIN ZONE IV / GEOTECHNICAL EXPLORATION TRAILS OF ELIZABETH CREEK PHASES 3 THROUGH 8 OFF STATE HIGHWAY 114 DENTON COUNTY, TEXAS ALPHA PROJECT NO. W170075-B ILPHA+VESTING � APPROXIMATE PRELIMINARY BORING LOCATION (G132419) APPROXIMATE BORING LOCATION INHERE IT ALL RESINSEMI ZONE I FIGURE 2D (PHASE 6) Mill ZONE II BORING LOCATION PLAN ME ZONE III - ZONE IV GEOTECHNICAL EXPLORATION TRAILS OF ELIZABETH CREEK PHASES 3 THROUGH 8 OFF STATE HIGHWAY 114 DENTON COUNTY, TEXAS ALPHA PROJECT NO. W170075-B aLPHA+VESTING WHERE IT ALL BEGINS FIGURE 2E (PHASE 7) BORING LOCATION PLAN 1 APPROXIMATE PRELIMINARY T BORING LOCATION (G132419) APPROXIMATE BORING LOCATION �7 ZONE I MN ZONE III II ! ZONE II Ma ZONE IV N A. B-227 B-221 B- B-225 B-226 A. 1111411 B-229 B-237 III B-230 GEOTECHNICAL EXPLORATION TRAILS OF ELIZABETH CREEK PHASES 3 THROUGH 8 OFF STATE HIGHWAY 114 DENTON COUNTY, TEXAS ALPHA PROJECT NO. W170075-B B-231 B-238 A B-232 B-239 IV B-233 - ! B-234 B-240 B-12 IV B-241 Ar II B-235 B-242 B-244f B-245 B-243 B-246 B-247 B-248 4014kkr‘ .4141O/14 1LPHA4VESTING WHERE IT ALL BEH!MS 4- APPROXIMATE PRELIMINARY BORING LOCATION (G132419) BORING NOT DRILLED APPROXIMATE BORING LOCATION FIGURE 2F (PHASE 8)� ZONE I ZONE III ZONE II MI ZONE IV BORING LOCATION PLAN II ALPHA Report No. WI70075-B B-1 METHODS OF LABORATORY TESTING Representative samples were evaluated and classified by a qualified member of the Geotechnical Division and the boring logs were edited as necessary. To aid in classifying the subsurface materials and to determine the general engineering characteristics, natural moisture content tests (ASTM D 2216), Atterberg-limit tests (ASTM D 4318) and dry unit weight determinations were performed on selected samples. In addition, unconfined compressive strength tests (ASTM D 2166) and pocket -penetrometer tests were conducted on selected soil samples to evaluate the soil shear strength. Results of the laboratory tests described above are provided on the Log of Boring sheets. In addition to the Atterberg-limit tests, the expansive properties of the clayey soils were further analyzed by absorption swell tests in general accordance with ASTM D4546. The swell test is performed by placing a selected sample in a consolidation machine and applying either the approximate current or expected overburden pressure and then allowing the sample to absorb water. When the sample exhibits very little tendency for further expansion, the height increase is recorded and the percent free swell and total moisture gain calculated. Results of the absorption swell tests are provided on the Swell Test Data sheet, Figures 2A through 2F included in this Appendix. SWELL TEST DATA Vertical Boring Sample Pressure, Liquid Plastic Plasticity Initial Final Free No. Depth psf Limit Limit Index Moisture Moisture Swell 72 7 875 28 13 15 13% 20% 0.1% 73 3 375 69 27 42 30% 35% 0.0% 75 5 625 42 19 23 20% 22% 0.0% 80 3 375 35 16 19 17% 23% 0.0% 83 5 625 74 24 50 19% 29% 1.1% 88 7 875 25% 27% 0.0% 88 9 1125 39 19 20 17% 22% 0.0% 89 9 1125 50 19 31 19% 22% 0.3% 90 5 625 68 26 42 23% 33% 3.2% 96 3 375 76 21 55 29% 32% 0.3% 99 5 625 64 21 43 23% 27% 0.0% FIGURE 3A SWELL DATA SHEET GEOTECHNICAL EXPLORATION TRAILS OF ELIZABETH CREEK PHASES 3 THROUGH 8 OFF STATE HIGHWAY 114 FORT WORTH, TEXAS W170075-B (Phase 3) IILPNI4i[Si1N6 'MERLE IT 611. ' I ma Vertical Boring Sample Pressure, No. Depth psf 101 7 875 102 5 625 108 7 875 109 6 750 111 5 625 113 5 625 114 9 1125 115 5 625 116 9 1125 118 5 625 121 3 375 122 3 375 123 7 875 124 3 375 126 3 375 127 5 625 128 9 1125 FIGURE 3B SWELL DATA SHEET GEOTECHNICAL EXPLORATION TRAILS OF ELIZABETH CREEK PHASES 3 THROUGH 8 OFF STATE HIGHWAY 114 FORT WORTH, TEXAS W170075-B (Phase 4) SWELL TEST DATA Liquid Plastic Plasticity Initial Final Free Limit Limit Index Moisture Moisture Swell 63 23 40 24% 58 23 35 24% 42 22 20 21% 24% 83 26 57 30% 64 21 43 22% 78 25 53 22% 64 23 41 25% 77 26 51 36% 64 23 41 25% 65 24 41 22% 63 22 41 19% 66 25 41 23% 65 24 41 28% 65 23 42 19% 66 22 44 22% 50 19 31 18% 28% 28% 22% 27% 33% 0.0% 0.0% 0.0% 0.0% 0.4% 30% 0.3% 0.0% 1.6% 0.7% 2.0% 0.7% 1.2% 0.3% 0.0% 1.1% 0.5% 0.4% 33% 28% 40% 31 % 27% 25% 28% 32% 25% 28% 24% Al PN # TE$TING 'FallitilL IT fir!!DLO Ima SWELL TEST DATA Vertical Boring Sample Pressure, Liquid Plastic Plasticity Initial Final Free No. Depth psf Limit Limit Index Moisture Moisture Swell 130 3 375 58 25 33 26% 29% 0.1% 131 3 375 71 24 47 27% 30% 0.0% 134 3 375 70 23 47 27% 30% 0.0% 137 3 375 70 25 45 27% 30% 0.0% 139 7 875 58 20 38 19% 24% 0.0% 143 5 625 63 22 41 22% 28% 0.5% 144 9 1125 60 23 37 23% 28% 0.1% 145 3 375 54 20 34 23% 30% 0.0% 146 7 875 39 18 21 15% 20% 0.0% 150 5 625 72 25 47 22% 29% 4.9% 152 5 625 61 20 41 21% 24% 0.3% 154 3 375 80 24 56 33% 36% 0.3% 155 9 1125 82 27 55 25% 31% 0.0% 156 7 875 71 24 47 27% 29% 0.4% 157 9 1125 68 23 45 23% 28% 0.1% FIGURE 3C SWELL DATA SHEET GEOTECHNICAL EXPLORATION TRAILS OF ELIZABETH CREEK PHASES 3 THROUGH 8 OFF STATE HIGHWAY 114 FORT WORTH, TEXAS W170075-B (Phase 5) IILPNI #ki[Si1N6 ' Ii L IL I: IT 611. DLO I m a SWELL TEST DATA Vertical Boring Sample Pressure, Liquid Plastic Plasticity Initial Final Free No. Depth psf Limit Limit Index Moisture Moisture Swell 159 5 625 44 19 25 15% 22% 0.1% 160 3 375 65 21 44 19% 28% 2.4% 161 5 625 66 24 42 20% 26% 1.3% 162 3 375 70 23 47 23% 30% 1.1% 163 3 375 64 24 40 26% 30% 0.4% 164 5 625 71 24 47 27% 29% 0.7% 165 5 625 75 26 49 14% 30% 0.1% 167 3 375 52 22 30 27% 31% 0.0% 168 9 1125 42 17 25 19% 21% 0.0% 169 3 375 67 25 42 21% 29% 0.0% 171 9 1125 66 24 42 23% 28% 0.5% 172 5 625 68 26 42 23% 27% 0.0% 175 5 625 70 22 48 28% 30% 0.1% 176 3 375 67 23 44 30% 32% 0.4% 177 5 625 64 22 42 19% 29% 2.5% 178 7 875 69 24 45 21% 26% 3.2% 183 5 625 61 20 41 22% 25% 0.0% FIGURE 3D SWELL DATA SHEET GEOTECHNICAL EXPLORATION TRAILS OF ELIZABETH CREEK PHASES 3 THROUGH 8 OFF STATE HIGHWAY 114 FORT WORTH, TEXAS W170075-B (Phase 6) Al PN # TE$TING 'MERE IT 611. ' I ma SWELL TEST DATA Vertical Boring Sample Pressure, Liquid Plastic Plasticity Initial Final Free No. Depth psf Limit Limit Index Moisture Moisture Swell 191 7 875 29 15 14 12% 16% 0.0% 195 3 375 66 24 42 22% 25% 0.1% 198 5 625 44 20 24 16% 20% 0.0% 199 3 375 74 28 46 26% 28% 0.1% 200 5 625 65 24 41 23% 28% 0.0% 201 3 375 13% 22% 5.1 208 3 375 72 25 47 26% 30% 0.4% 209 3 375 73 25 48 28% 31% 0.0% 210 7 875 48 20 28 16% 17% 0.1% 212 5 625 87 30 57 26% 30% 1.1% 214 5 625 32 14 18 14% 19% 0.0% 215 3 375 67 26 41 23% 26% 0.5% FIGURE 3E SWELL DATA SHEET GEOTECHNICAL EXPLORATION TRAILS OF ELIZABETH CREEK PHASES 3 THROUGH 8 OFF STATE HIGHWAY 114 FORT WORTH, TEXAS W170075-B (Phase 7) IILPNI4i[Si1N6 'MERLE IT 611. ' I ma SWELL TEST DATA Vertical Boring Sample Pressure, Liquid Plastic Plasticity Initial Final Free No. Depth psf Limit Limit Index Moisture Moisture Swell 221 5 625 63 27 36 21 % 24% 2.0% 222 5 625 82 30 52 21 % 26% 1.6% 223 3 375 58 23 35 19% 23% 0.0% 224 3 375 72 26 46 24% 27% 0.1% 225 5 625 72 27 45 20% 25% 0.5% 226 7 875 61 25 36 15% 19% 0.5% 227 5 625 72 25 47 18% 27% 5.9% 229 5 625 83 29 54 27% 31 % 1.1 230 5 625 89 35 54 18% 25% 0.0% 232 5 625 85 34 51 22% 29% 1.6% 233 3 375 65 26 39 23% 29% 4.5% 235 5 625 81 27 54 22% 27% 2.9% 236 5 625 66 28 38 22% 27% 4.0% 239 5 625 75 28 47 24% 30% 3.5% 240 3 375 76 22 54 22% 30% 5.3% 241 5 625 73 23 50 23% 29% 4.3% 242 3 375 71 26 45 30% 34% 1.9% FIGURE 3F SWELL DATA SHEET GEOTECHNICAL EXPLORATION TRAILS OF ELIZABETH CREEK PHASES 3 THROUGH 8 OFF STATE HIGHWAY 114 FORT WORTH, TEXAS W170075-B (Phase 8) Al PH # 4TE$TING 'FallitilL IT fir!!DLO Ima ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 (7 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/16/2017 End Date: 2/16/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED 20 FT N a 1- d E 0) 2.0 17.0 LOG OF BORING NO.: 71 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3" 100/ 4" 100/ 3.25 100/ 2.5" 100/ 20.0 2.5' 2.0 Water Content, 34 Plasticity Index ALPHA/XTESTING I) a O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/16/2017 End Date: 2/16/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED 20 FT LOG OF BORING NO.: 72 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 3.0 3.25 2.75 100/ 2.25' 100/ 20.0 2.25' 3.75 2.5 m c d wV% a aN 0 0 z E 28 16 E U 0 a Plasticity Index 24 13 28 13 15 16 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 5 I 10 15 . 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/15/2017 End Date: 2/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 16.0 LOG OF BORING NO.: 73 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 4.5+ 100/ 3 5" 100/ 3.5" 100/ 2.75" 100/ 20.0 1.75" 2.5 O .re! N 0 0 z 0 0 v D Water Content, 21 Plasticity Index 30 69 27 42 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/15/2017 End Date: 2/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION //// Reddish Brown CLAY 5 I 10 15 20 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT LOG OF BORING NO.: 74 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 3.75 4.0 100/ 3 5" 100/ 3.75" 100/ 15.0 16. 2.5" 100/ 20.0 1.5" 3.5 O .re! d N 0 0 z 0 0 v D Water Content, 25 Plasticity Index 19 44 20 24 ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 J o. (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/15/2017 End Date: 2/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams 4.0 6.0 16.0 20 20.0 TEST BORING TERMINATED AT 20 FT LOG OF BORING NO.: 75 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 o1 N 0 0 2.75 2.0 3.75 100/ 3" 100/ 2.75" 100/ 1.75" m c wV% a aN 0 0 z E 27 E U 0 a Plasticity Index 20 42 19 23 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 (7 15 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/15/2017 End Date: 2/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 16.0 20.0 LOG OF BORING NO.: 76 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 4.25" 100/ 4 5" 100/ 3.25" low 3" 100/ 1.75" 3.0 Water Content, 28 Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/15/2017 End Date: 2/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) 2.0 17.0 LOG OF BORING NO.: 77 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 4.75" 100/ 4" 100/ 3.25" 100/ 3" 2.75 100/ 20.0 2" O re! d N 0 z 0 0 v D Water Content, 27 Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 5 I 10 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/15/2017 End Date: 2/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 17.0 LOG OF BORING NO.: 78 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.75 100/ 3.75" 100/ 2.5" 2.75 4.5+ 100/ 20.0 2" O re! d N 0 z Water Content, 29 E J U N a Plasticity Index 19 70 24 46 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 (7 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/16/2017 End Date: 2/16/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED 20 FT 2.0 20.0, LOG OF BORING NO.: 79 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 5.25" 100/ 3.25" 100/ 5" 100/ 5" 100/ 4.75" 2.5 Water Content, 28 Plasticity Index ALPHA/XTESTING I) a O 5 WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J 0 (7 10 15 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/16/2017 End Date: 2/16/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED 20 FT 2.0 6.0 20.0, LOG OF BORING NO.: 80 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 100/ 4„ 100/ 3 5" 100/ 2.75' m c wV% a aN 0 0 z E E U 0 a Plasticity Index 3.0 20 3.0 17 35 16 19 3.0 14 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 (7 15 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/17/2017 End Date: 2/17/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED 20 FT 2.0 16.0 20.0 LOG OF BORING NO.: 81 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 5" 100/ 4" 100/ 3.25 100/ 3.25 100/ 1.25' 2.5 Water Content, 32 Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 (7 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/17/2017 End Date: 2/17/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED 20 FT N a 1- d E 0) 2.0 LOG OF BORING NO.: 82 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 2.75" 100/ 2" 100/ 2" 100/ 15.0 2.25 20.0 100/ 1.25' 3.0 Water Content, 26 Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 rn J U L 0 (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/9/2017 End Date: 2/9/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 14 After Drilling (ft): 16 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Reddish Tan CLAY /A 77 Tan LIMESTONE with clay seams and layers 15J - - - - 20 TEST BORING TERMINATED AT 20 FT N a 1- d E 0) LOG OF BORING NO.: 83 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 Water Content, J J Plasticity Index 3.0 26 4.5+ 21 74 27 47 4.5+ 19 74 24 50 4.5+ 7.9 109 19 100/ 5" 100/ 3.5" 4.5+ 17 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/16/2017 End Date: 2/16/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers Tan and Gray SHALY CLAY TEST BORING TERMINATED 20 FT 4.0 6.0 12.0 20.0 LOG OF BORING NO.: 84 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100, 4" 2.75 3.75 4.0 3.75 4.5+ O .re! d N 0 0 z 0 0 v D Water Content, J J Plasticity Index 32 26 64 20 44 16 28 19 ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/16/2017 End Date: 2/16/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers Tan and Gray SHALY CLAY TEST BORING TERMINATED 20 FT 4.0 6.0 14.0 20.0 LOG OF BORING NO.: 85 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 100/ 4.25 2.75 4.25 3.0 4.25 4.25 m d a V% a aN 0 0 z E 22 E U 0 a Plasticity Index 15 58 22 36 19 17 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 (7 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/17/2017 End Date: 2/17/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED 20 FT 2.0 20.0, LOG OF BORING NO.: 86 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 5.25" 100/ 4" 100/ 3.25 100/ 2.5" 100/ 2.5" 2.5 Water Content, 33 Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 (7 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/17/2017 End Date: 2/17/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED 20 FT 2.0 20.0, LOG OF BORING NO.: 87 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 2.75" 100/ 3" 100/ 2" 100/ 2.75 100/ 2.25' 2.5 Water Content, 29 Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/20/2017 End Date: 2/20/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 13 After Drilling (ft): 13 After Hours (ft): MATERIAL DESCRIPTION Brown CLAY Tannish Brown CLAY - with gravel below 18 ft TEST BORING TERMINATED 20 FT N a 1- d E 0) LOG OF BORING NO.: 88 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 2.0 Water Content, 30 Plasticity Index 2.0 29 2.25 25 66 22 44 2.75 25 4.25 17 39 19 20 2.25 13 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 rn J U L 0 (7 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/9/2017 End Date: 2/9/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 13 After Drilling (ft): 13 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Reddish Tan CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT N a 1- d E 0) LOG OF BORING NO.: 89 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 Water Content, 25 24 18 17 J J Plasticity Index 19 50 19 31 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. (7 j 5 10 15 — ' I 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/9/2017 End Date: 2/9/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Reddish Tan CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT N a 1- 0. E 0) LOG OF BORING NO.: 90 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 3.0 2.75 100/ 20.0 7.5" 4.5+ 4.5+ 4.5+ 2.75 Water Content, 27 J J Plasticity Index 28 23 68 26 42 23 18 18 ALPHA/XTESTING I) a O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/9/2017 End Date: 2/9/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 2.0 8.0 20.0, LOG OF BORING NO.: 91 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 4.5+ 4.5+ 100/ 3.75' 100/ 3.5" 100/ 4 5" 4.5+ 4.5+ 0 m c wV% N aN 0 0 z E E U 0 a Plasticity Index 25 16 36 18 18 12 16 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/10/2017 End Date: 2/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY with gravel Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 2.0 LOG OF BORING NO.: 92 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 3.25 100/ 4 5" 100/ 4 5" 100/ 3.5" 100/ 3.25" 100/ 20.0 5.75" O .re! d N 0 0 z 0 0 v D Water Content, 22 Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/10/2017 End Date: 2/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 12.0 LOG OF BORING NO.: 93 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 6" 3.75 2.0 2.25 100/ 20.0 5.25" 3.0 3.5 O .re! d N 0 0 z 0 0 v D Water Content, 23 26 26 19 22 Plasticity Index ALPHA/XTESTING WHERE IT ALL BEGINS 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com LOG OF BORING NO.: 94 Sheet 1 of 1 PROJECT NO.: W170075 Client: D. R. Horton - Texas. Ltd. (DFW West Division) Location: Denton County, Texas Project: Trails of Elizabeth Creek Phases 3 throuch 8 Surface Elevation: Start Date: 2/10/2017 End Date: 2/10/2017 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop (lbs / in): 170 / 24 GROUND WATER OBSERVATIONS c• a 0 5 N E. N — m E E SZ On Rods (ft): NONE H 2 p c Y d a s y F) S w c -' 1 After Drilling (ft): DRY a' > c o $ E ° m o = o c i - y L fl $ig o� do as o" 0 m a o N 2 After Hours (ft): @e J a ra ac'M Z 0 MATERIAL DESCRIPTION Brown CLAY 3.25 21 2.75 24 5 2.75 23 4.0 22 3.5 15 10 13.0 Tan LIMESTONE with clay seams and layers 100/ 15 , 6.25' _ _ _ I - - I — 20 TEST BORING TERMINATED AT 20 FT 100/ 20.0 5„ Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. (7 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/10/2017 End Date: 2/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 14 After Drilling (ft): 19 After Hours (ft): MATERIAL DESCRIPTION Brown CLAY Tan CLAY TEST BORING TERMINATED AT 20 FT 12.0 20.0 N a 1- 0. E 0) LOG OF BORING NO.: 95 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 Water Content, J J Plasticity Index 3.5 24 3.25 21 65 27 38 3.25 18 3.5 19 74 24 50 4.25 1.75 1.75 17 14 16 ALPNAOLTESTING 1 WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. (7 15� 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/21/2017 End Date: 2/21/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 11 After Drilling (ft): 6 After Hours (ft): MATERIAL DESCRIPTION Brown CLAY Tan CLAY with some gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0. E 0) 6.0 12.0 17.0 LOG OF BORING NO.: 96 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 2.25' Water Content, J J E J U N a Plasticity Index 2.0 29 2.25 29 76 21 55 2.5 27 2.75 1.6 96 27 100/ 20.0 1.75" 4.5+ 25 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/10/2017 End Date: 2/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): Brown CLAY 5 10_ _ I 15 - I - � I - - - - 20 NONE DRY MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT N a 1- 0) LOG OF BORING NO.: 97 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 3.25 100/ 4" 100/ 3.25" 2.5 2.5 3.75 3.5 O .re! d N 0 0 z 0 0 v D Water Content, 21 26 25 22 Plasticity Index 17 60 24 36 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 5 10� // V 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/13/2017 End Date: 2/13/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 12 After Drilling (ft): 12 After Hours (ft): Brown CLAY 20 MATERIAL DESCRIPTION Brown CLAY with gravel Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 7.0 12.0 LOG OF BORING NO.: 98 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 4.5+ 100/ 3.75" 3.25 100/ 20.0 6.25" O .re! d N 0 0 z 0 0 v D Water Content, 17 24 Plasticity Index 3.5 26 3.75 20 66 22 44 3.0 24 15 20 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 rn J U L 0 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/13/2017 End Date: 2/13/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 14 After Drilling (ft): 18 After Hours (ft): MATERIAL DESCRIPTION Brown CLAY Tannish Brown CLAY I Tan LIMESTONE with clay seams and layers 15� TEST BORING TERMINATED AT 20 FT N a 1- 0) LOG OF BORING NO.: 99 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 O c .� N0) N O d N 0 0 z 4.5+ Water Content, 15 Plasticity Index 4.5+ 21 3.5 23 64 21 43 4.5+ 22 100/ 5.25' 4.5+ 20 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 rn J U L 0 20 I I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/10/2017 End Date: 2/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 2.0 4.0 N a 1- 0) LOG OF BORING NO.: 100 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 4.25 100/ 4" 100/ 3.25" 100/ 3.25" 100/ 20.0 5.25" 4.0 O .re! d N 0 0 z 0 0 v D Water Content, 23 12 Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. (7 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/13/2017 End Date: 2/13/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CALCAREOUS CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT N a 1- 0. E 0) 8.0 12.0 LOG OF BORING NO.: 101 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 4.25' 4.5 2.75 100/ 20.0 3.5' Water Content, 15 27 Plasticity Index 2.0 29 3.5 24 63 23 40 3.25 24 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 1 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/23/2017 End Date: 2/23/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tannish Brown CLAY with some gravel Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 2.0 6.0 N a 1- d E 0) 20.0, LOG OF BORING NO.: 102 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 2.0 2.0 2.75 100/ 3.75" 100/ 3 5" 100/ 2.75' Water Content, 27 27 E J U N a Plasticity Index 24 58 23 35 ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: I) a O 15 20 J o. (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/23/2017 End Date: 2/2312017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 4.0 8.0 20.0, LOG OF BORING NO.: 103 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 100, 3" 100/ 2.75" 100/ 2.5" m c d wV% a aN 0 0 z E E U 0 a Plasticity Index 1.5 26 2.0 26 65 21 44 1.75 22 3.25 17 ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/23/2017 End Date: 2/2312017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Light Brown CLAY Orangish Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED 20 FT LOG OF BORING NO.: 104 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 o1 N 0 0 0.75 1.25 2.75 100/ 2.75' 100/ 2.75' 100/ 20.0 1.25' 2.25 m c d wV% a aN 0 0 z E E U 0 a Plasticity Index 26 24 42 19 23 25 ALPHA/XTESTING I) a 0 WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 I 15 i 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/23/2017 End Date: 2/2312017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): 9 After Drilling (ft): 4 After Hours (ft): Brown CLAY V Tan CLAY MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED 20 FT 4.0 8.0 12.0 20.0 N o a I'' o o. o g E m C0 LOG OF BORING NO.: 105 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 2.5 2.25 100/ 4.25 100/ 1.75 100/ 1.25' 2.5 4.5+ m c .V% N aN 0 z E 27 27 26 E U 0 a Plasticity Index 23 59 23 36 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 10 15 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/2/2017 End Date: 3/2/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 8.0 14.0 LOG OF BORING NO.: 106 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 3.25 100/ 4.75" 100/ 2.25" 2.25 100/ 20.0 1.5" 4.5+ 4.5+ O 'N 0) c .� N O N 0 0 z Water Content, J J Plasticity Index 28 29 71 25 46 17 17 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/24/2017 End Date: 2/24/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED 20 FT N a 1- d E 0) LOG OF BORING NO.: 107 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 2.75" 1.5 1.25 100/ 20.0 1.75" 1.75 2.75 2.0 Water Content, 27 Plasticity Index 28 30 62 25 37 28 30 ALPHA/XTESTING a O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/24/2017 End Date: 2/24/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED 20 FT LOG OF BORING NO.: 108 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 2.0 1.25 100/ 4" 100/ 3" 100/ 20.0 2.75" 1.25 2.5 m c d wV% fa aN 0 0 z E 24 29 19 Plasticity Index 21 42 22 20 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 rn J U L 0 (7 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/24/2017 End Date: 2/24/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 5 After Drilling (ft): 8 After Hours (ft): MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED 20 FT 4.0 12.0 LOG OF BORING NO.: 109 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 5.25 100/ 5.75" 100/ 2.5" 100/ 20.0 2 1.5 2.0 Water Content, 27 E J U N a Plasticity Index 25 67 22 45 24 21 ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: I) 0 10 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/24/2017 End Date: 2/24/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): 9 After Drilling (ft): 16 After Hours (ft): MATERIAL DESCRIPTION Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED 20 FT 4.0 6.0 LOG OF BORING NO.: 110 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 d a c a o W I'' . inc a > a o Ci a 8 25 mm o0 I- a_ 12.0 20.0 100/ 3" 100/ 2.25" 100/ 1.75" 1.0 1.0 m a U) a aN o O z E E J U y a Plasticity Index 31 30 65 26 39 32 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/23/2017 End Date: 2/23/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 12 After Drilling (ft): 10 After Hours (ft): MATERIAL DESCRIPTION Brown CLAY Tan CLAY with some gravel Gray LIMESTONE with shale seams TEST BORING TERMINATED 20 FT 6.0 12.0 LOG OF BORING NO.: 111 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 0.75 100/ 1.25' 100/ 20.0 1 O .re! d N 0 0 z 0 0 v D Water Content, 34 Plasticity Index 1.75 31 2.0 30 83 26 57 1.75 26 1.0 33 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. _ ' I 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/3/2017 End Date: 3/3/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 12 After Drilling (ft): 17 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) LOG OF BORING NO.: 112 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 2.25 100/ 3" 100/ 1.5' O .re! N 0 0 z 0 0 v D Water Content, 26 Plasticity Index 2.5 27 2.5 28 75 23 52 3.5 1.8 106 23 4.5+ 18 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/13/2017 End Date: 2/13/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tannish Brown CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT N a 1- 0) LOG OF BORING NO.: 113 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 4.5+ 100/ 20.0 7 O .re! d N 0 0 z 0 0 v D Water Content, 19 Plasticity Index 3.5 23 3.75 22 64 21 43 4.25 22 4.5+ 4.5+ 19 15 17 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/12/2017 End Date: 2/12/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan CLAY with some gravel TEST BORING TERMINATED AT 20 FT 6.0 11.0 20.0 LOG OF BORING NO.: 114 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 4.25 4.5+ 4.5+ 4.5+ 4.5+ 3.5 3.5 Water Content, 25 22 22 22 J J E J U N a Plasticity Index 22 78 25 53 19 17 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/12/2017 End Date: 2/12/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): 15 After Drilling (ft): DRY After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with some calcareous deposits Tan CLAYEY GRAVEL TEST BORING TERMINATED AT 20 FT N a 1- d E 0) LOG OF BORING NO.: 115 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 3.5 Water Content, 28 J J Plasticity Index 3.5 28 2.75 25 64 23 41 4.5+ 19 4.5+ 2.5 4.5+ 16 16 18 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 1 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/24/2017 End Date: 2/24/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 13 After Drilling (ft): 6 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED 20 FT N a 1- d E 0) LOG OF BORING NO.: 116 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.75' 100/ 20.0 2 1.5 1.0 1.75 1.75 2.0 Water Content, 29 36 35 36 Plasticity Index 36 77 26 51 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 20 rn J U L o. (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/24/2017 End Date: 2/24/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 12 After Drilling (ft): 4 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED 20 FT N a 1- 0. E 0) 6.0 12.0 16.0 LOG OF BORING NO.: 117 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 4.75' 100/ 20.0 2.5' 2.5 Water Content, 27 E J U N a Plasticity Index 2.0 28 2.5 28 76 24 52 2.25 23 4.5+ 22 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 1 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/24/2017 End Date: 2/24/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED 20 FT 6.0 15.0, LOG OF BORING NO.: 118 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.25 100/ 2.75 0.75 100/ 20.0 2" 0.75 3.5 O 'N 0) N O d N 0 z 0 0 v D Water Content, 27 32 E J U N a Plasticity Index 25 64 23 41 ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: I) a O 15 20 J o. (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/28/2017 End Date: 2/2812017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY - with gravel below 2 ft Tan CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 8.0 11.0 20.0 LOG OF BORING NO.: 119 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 m d a V% a aN 0 0 z E E U 0 a Plasticity Index 1.25 26 1.75 25 80 26 54 4.5+ 17 100/ 2.75' 100/ 2" 100/ 1.75' 4.5+ 13 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 20 rn J U L 0 (7 • a 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/28/2017 End Date: 2/28/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 9 After Drilling (ft): 8 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Tan CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- d E 0) 2.0 4.0 8.0 11.0 LOG OF BORING NO.: 120 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.25" 100/ 0.75" 2.0 2.25 3.25 100/ 20.0 1.25" 3.5 Water Content, 30 Plasticity Index 26 16 69 26 43 16 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 15 I — I 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/3/2017 End Date: 3/3/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Reddish Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) LOG OF BORING NO.: 121 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.5" 3.75 4.5+ 4.5+ 100/ 20.0 1.25" 4.0 4.5+ O .?'`15) d N 0 0 z 0 0 v D Water Content, J J Plasticity Index 26 22 65 24 41 17 14 16 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/3/2017 End Date: 3/3/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 15 After Drilling (ft): 18 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Reddish Tan CLAY - with gravel below 18 ft TEST BORING TERMINATED AT 20 FT N a 1- 0. E 0) LOG OF BORING NO.: 122 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 4.5+ 4.5+ 4.5+ 4.5+ 4.5+ 3.0 2.0 Water Content, J J Plasticity Index 24 19 63 22 41 15 14 12 26 20 ALPNAOLTESTING 1) I) O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/3/2017 End Date: 3/3/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): 12 After Drilling (ft): DRY After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Reddish Tan CLAY with calcareous deposits Tan CLAY with gravel TEST BORING TERMINATED AT 20 FT 4.0 8.0 12.0 20.0 N a 1- 0. E 0) LOG OF BORING NO.: 123 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 2.0 2.0 Water Content, 31 26 Plasticity Index 2.25 27 3.5 23 66 25 41 4.5+ 2.3 109 17 1.0 2.75 28 31 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/17/2017 End Date: 2/17/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tannish Brown CLAY with some gravel TEST BORING TERMINATED 20 FT N a 1- d E 0) LOG OF BORING NO.: 124 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): Water Content, J J Plasticity Index 2.5 29 2.75 28 65 24 41 2.25 29 3.75 4.0 3.0 4.25 24 12 16 13 ALPHA/XTESTING I) a O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 10� 15 i 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/28/2017 End Date: 2/2812017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Brown CLAY with gravel Reddish Tan CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 8.0 12.0 20.0 LOG OF BORING NO.: 125 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 m c wV% a aN 0 0 z E E U 0 a Plasticity Index 3.0 26 2.25 31 68 24 44 15 100/ 3.75 100/ 2.25 100/ 1.25' 1.5 17 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 10 15 20 T 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/3/2017 End Date: 3/3/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 11 After Drilling (ft): 11 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Reddish Brown CLAY Tan CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT N a 1- 0) 2.0 4.0 11.0 LOG OF BORING NO.: 126 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 3.75 100/ 4.75" 4.5+ 4.5+ 4.5+ 100/ 20.0 2.75" 4.5+ O 'N 0) c .� N O d N 0 0 z Water Content, J J Plasticity Index 22 19 65 23 42 12 11 15 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/3/2017 End Date: 3/3/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 12 After Drilling (ft): 15 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Reddish Tan CLAY with calcareous deposits Tan CLAY with gravel TEST BORING TERMINATED AT 20 FT 2.0 6.0 12.0 20.0 N a 1- 0) LOG OF BORING NO.: 127 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 O 'N 0) c .� N O d N 0 0 z 2.75 0 0 v D Water Content, 29 J J Plasticity Index 3.5 24 4.5+ 22 66 22 44 4.25 17 4.5+ 4.5+ 4.5+ 17 29 23 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/3/2017 End Date: 3/3/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 13 After Drilling (ft): 17 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Reddish Tan CLAY with calcareous deposits Tan CLAY with gravel TEST BORING TERMINATED AT 20 FT 4.0 6.0 12.0 20.0 LOG OF BORING NO.: 128 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 2.75 2.5 3.25 3.25 4.5+ 2.8 4.5+ 4.5+ O c .� N0) N O d N 0 0 z Water Content, 24 26 26 22 J J Plasticity Index 106 21 50 19 31 24 27 ALPNA,XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 5 2 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/17/2017 End Date: 2/17/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 14 After Drilling (ft): 19 After Hours (ft): MATERIAL DESCRIPTION Brown CLAY Tannish Brown CLAY TEST BORING TERMINATED 20 FT N a 1- 0) LOG OF BORING NO.: 129 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 3.75 4.25 4.5+ 4.25 3.25 2.0 3.25 O 'N 0) N O d N 0 0 z 0 0 v D Water Content, 27 22 Plasticity Index 23 19 38 16 22 21 18 22 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. (7 v 10 20 a 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/2/2017 End Date: 3/2/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 9 After Drilling (ft): 4 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 N a 1- 0. E 0) 12.0 LOG OF BORING NO.: 130 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 5.25' 100/ 2.25' 100/ 20.0 2 Water Content, J J Plasticity Index 1.5 29 2.0 26 58 25 33 1.75 25 ALPHA/XTESTING I) 0 WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J U L a 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/2/2017 End Date: 3/2/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): 12 After Drilling (ft): DRY After Hours (ft): MATERIAL DESCRIPTION jDark Brown CLAY 5 10 iv 15 20 Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 LOG OF BORING NO.: 131 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 d a c a o I'' , o ° a > a o Ci a 8 76 mm o0 I -a 13.0 20.0 2.5 2.75 100/ 5" 100/ 2.5" 100/ 1.75" m c wV% a aN o z E E J U y a Plasticity Index 29 27 71 24 47 23 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/2/2017 End Date: 3/2/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 16.0 20.0 LOG OF BORING NO.: 132 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 5.25 100/ 4" 100/ 1.25' 1.5 1.5 2.0 Water Content, 32 29 Plasticity Index 30 51 20 31 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/1/2017 End Date: 3/1/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 12 After Drilling (ft): 19 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan CLAY with gravel Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) 2.0 6.0 11.0 LOG OF BORING NO.: 133 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100, 2' O 'N 0) N O d N 0 z 2.25 100/ 20.0 1.75" 3.0 0 0 v D Water Content, 28 21 E J U N a Plasticity Index 4.0 17 3.25 17 62 22 40 3.0 12 ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: I) a O 15 J 0 (7 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/1 /2017 End Date: 3/1/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT LOG OF BORING NO.: 134 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 m c d wV% a aN 0 0 z E E U 0 a Plasticity Index 2.5 25 2.75 27 70 23 47 3.25 22 100/ 4.25' 100/ 2.25' 100/ 20.0 2 2.5 18 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 5 1 10 15 20 1 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/1/2017 End Date: 3/1/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT LOG OF BORING NO.: 135 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 3.25 4.0 100/ 4.75" 100/ 4.75" 100/ 15.0 3 100/ 20.0 2.25" 4.0 O .re! N 0 0 z Water Content, 27 Plasticity Index 25 57 21 36 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/ 1 /2017 End Date: 3/ 1 /2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 5 After Drilling (ft): 19 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) 2.0 4.0 11.0 LOG OF BORING NO.: 136 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 5 5" 100/ 4 5" oo, 2" 2.75 100/ 20.0 2.25" 3.0 O .re! d N 0 0 z 0 0 v D Water Content, 31 Plasticity Index 10 72 25 47 ALPHA/XTESTING I) a 0 WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/2/2017 End Date: 3/2/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): 16 DRY MATERIAL DESCRIPTION jDark Brown CLAY 5 I 20� I i Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N o a I'' o o. o Eel E m C0 8.0 13.0 LOG OF BORING NO.: 137 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 100/ 4.25 100/ 1.75 m c wV% a aN 0 0 z E E U 0 a Plasticity Index 2.5 28 2.25 27 70 25 45 2.25 28 100/ 20.0 0.75' 3.5 21 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/1/2017 End Date: 3/1/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 6.0 8.0 13.0 LOG OF BORING NO.: 138 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 2.75 100/ 2.25' 100/ 1.75' O .re! N 0 z Water Content, 27 Plasticity Index 2.75 27 3.0 28 71 27 44 4.0 10 100/ 20.0 1.75' ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. (7 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/1/2017 End Date: 3/1/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 10 After Drilling (ft): 5 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Reddish Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0. E 0) 2.0 4.0 13.0 16.0 LOG OF BORING NO.: 139 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3" 100/ 20.0 2 3.0 Water Content, 25 Plasticity Index 3.5 25 4.0 20 77 26 51 4.25 19 58 20 38 4.25 18 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 5 I 10 15 . 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/ 1 /2017 End Date: 3/ 1 /2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 16.0 LOG OF BORING NO.: 140 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 4.75" 100/ 3.5" 100/ 3.25" 2.5 2.25 100/ 20.0 2.5" Water Content, 25 Plasticity Index 26 66 22 44 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 rn J U L 0 (7 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/28/2017 End Date: 2/28/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 12 After Drilling (ft): 10 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 LOG OF BORING NO.: 141 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 2.5" 100/ 10.0 2.75" 100/ 1.75" 100/ 20.0 1.75" 2.0 2.0 Water Content, J J Plasticity Index 31 56 19 37 31 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 20 rn J U L o. (7 / V 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 2/28/2017 End Date: 2/28/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 6 After Drilling (ft): 6 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 N a 1- 0. E 0) 11.0 LOG OF BORING NO.: 142 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 2.5' 100/ 1.5" Water Content, J J Plasticity Index 2.0 29 2.75 30 76 28 48 3.0 9 100/ 20.0 0.75" ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 5 10 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/2/2017 End Date: 3/2/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Reddish Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 10.0 12.0 LOG OF BORING NO.: 143 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 4.5+ 100/ 1.25' 4.5+ 4.25 100/ 20.0 IL. 0.75' 4.0 4.5+ O c .� N0) N O d N 0 z 0 0 v D Water Content, 19 J J E J U N a Plasticity Index 19 22 63 22 41 13 9 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 through 8 3/7/2017 End Date: 3/7/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY - with gravel below 8 ft Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0. E 0) LOG OF BORING NO.: 144 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 2" 100/ 20.0 1.25' 3.0 3.0 3.0 3.0 3.25 Water Content, 25 27 27 27 Plasticity Index 23 60 23 37 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 rn J U L o. (7 1 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 through 8 3/7/2017 End Date: 3/7/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): 6 After Drilling (ft): DRY After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Reddish Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 4.0 6.0 N a 1- 0. E 0) 13.0 LOG OF BORING NO.: 145 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.25' 100/ 1.75' Water Content, J J Plasticity Index 3.0 24 3.25 23 54 20 34 3.0 12 100/ 20.0 IL. 0.75' ALPHA/XTESTING a O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 20 J O. (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/7/2017 End Date: 3/7/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Reddish Brown CLAY Reddish Tan CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 10.0 13.0 20.0, LOG OF BORING NO.: 146 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 3.75 4.5+ 100/ 2.5" 100/ 1.5" m c d wV% a aN 0 0 z 27 22 Plasticity Index 4.5+ 2.8 113 17 4.5+ 15 39 18 21 4.5+ 13 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 15 . 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 through 8 3/7/2017 End Date: 3/7/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 4.0 N a 1- 0) 16.0 LOG OF BORING NO.: 147 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 4.5" 100/ 4.25" 100/ 3" 3.25 100/ 20.0 1.25" O .re! d N 0 0 z Water Content, 25 Plasticity Index 12 84 30 54 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 (7 15 . 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 through 8 3/7/2017 End Date: 3/7/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 4.0 N a 1- d E 0) 16.0 LOG OF BORING NO.: 148 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 4" 100/ 3.25" 100/ 3.75" 100/ 20.0 1.75" 3.0 3.0 Water Content, 27 Plasticity Index 27 70 23 47 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 20 rn J U L 0 (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/6/2017 End Date: 3/6/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- d E 0) 2.0 4.0 11.0 LOG OF BORING NO.: 149 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 4" 100/ 2.75" 100/ 1.25" 100/ 20.0 1.25" 3.0 3.0 Water Content, J J Plasticity Index 24 50 21 29 25 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 rn J U L 0 (7 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 through 8 3/7/2017 End Date: 3/7/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- d E 0) LOG OF BORING NO.: 150 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 2.5" Water Content, J J Plasticity Index 3.0 29 65 22 43 2.75 28 72 25 47 4.5+ 22 72 25 47 3.5 1.0 95 27 100/ 20.0 2.25' 3.0 28 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 15 rn J U L 0 (7 1 _ J 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/8/2017 End Date: 3/8/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Reddish Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 4.0 6.0 N a 1- d E 0) 15.0, 20.0 LOG OF BORING NO.: 151 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.75" 100/ 2.75 100/ 1.25' Water Content, J 0 J Plasticity Index 2.5 24 3.5 21 55 21 34 4.0 15 ALPHA/XTESTING I) a O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 10— 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/8/2017 End Date: 3/8/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 4.0 8.0 20.0 LOG OF BORING NO.: 152 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 m c d wV% a aN 0 0 z 3.0 25 E E U 0 a Plasticity Index 3.0 28 3.75 21 61 20 41 4.0 2.0 107 20 100/ 4.5' 100/ 3.75 100/ 1.75' ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 5 I 10 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/8/2017 End Date: 3/8/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 17.0 LOG OF BORING NO.: 153 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 4.5+ 100/ 3" 100/ 3.75" 100/ 3.75 100/ 20.0 1.75" 4.0 O 'N 0) N O d N 0 z 0 0 v D Water Content, 21 Plasticity Index 19 52 19 33 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 5 1 10 15 20 1 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/8/2017 End Date: 3/8/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT LOG OF BORING NO.: 154 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 3.0 2.75 4.0 100/ 3.25" 100/ 3.25" 100/ 15.0 16. 2.5" 100/ 20.0 0.75" Water Content, 30 Plasticity Index 33 80 24 56 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. (7 5 7 10 _ I 15_ 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/8/2017 End Date: 3/8/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 12 After Drilling (ft): 19 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY _ 1 20 Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0. E 0) 2.0 13.0 LOG OF BORING NO.: 155 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 2" 3.0 Water Content, 26 Plasticity Index 2.75 28 2.25 27 79 27 52 2.75 1.3 97 27 4.5+ 25 82 27 55 100/ 20.0 1.25" ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 rn J U L o. (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/8/2017 End Date: 3/8/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 13 After Drilling (ft): 19 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY V7 Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0. E 0) 8.0 13.0 LOG OF BORING NO.: 156 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 1.5" 3.0 3.0 Water Content, 24 28 Plasticity Index 3.25 26 3.5 27 71 24 47 4.5+ 23 100/ 20.0 0.75" ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 20 rn J U L 0 (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/9/2017 End Date: 3/9/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 6.0 11.0 15.0, 20.0, LOG OF BORING NO.: 157 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.25 100/ 1.5" 2.0 2.0 4.5+ 4.5+ 4.5+ Water Content, 29 28 22 21 Plasticity Index 23 68 23 45 ALPHA/XTESTING I) a O 1 WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 15 i 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/2/2017 End Date: 3/2/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Brown CLAY with gravel Reddish Brown CLAY with calcareous deposits and gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 12.0 17.0 20.0 LOG OF BORING NO.: 158 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 m c d wV% a aN 0 0 z E E U 0 a Plasticity Index 2.5 26 2.75 22 58 21 37 3.0 7 100/ 4.75 100/ 1.75' 2.75 2.5 10 18 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 1 15 rn J U L 0 (7 20 1 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/6/2017 End Date: 3/6/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Reddish Brown CLAY with gravel and calcareous deposits Reddish Tan CLAY with gravel and calcareous deposits Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- d E 0) LOG OF BORING NO.: 159 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 3.5 Water Content, 25 Plasticity Index 3.75 25 4.5+ 15 44 19 25 4.5+ 2.4 112 15 100/ 2.75" 100/ 1.5" 4.5+ 8 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/6/2017 End Date: 3/6/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Reddish Brown CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 4.0 8.0 LOG OF BORING NO.: 160 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.75" 100/ 3.25" Water Content, J J Plasticity Index 3.5 23 4.5+ 19 65 21 44 4.5+ 13 100/ 20.0 3" 4.5+ 17 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L o. 15 20 � I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/6/2017 End Date: 3/6/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) 2.0 11.0 13.0 LOG OF BORING NO.: 161 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 3.25 100/ 3.75" 100/ 20.0 2.5" O 'N 0) c .� N O N 0 0 z Water Content, 20 J J Plasticity Index 3.0 27 4.5+ 20 66 24 42 4.5+ 18 4.5+ 13 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/6/2017 End Date: 3/6/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0. E 0) 2.0 6.0 11.0 14.0 20.0, LOG OF BORING NO.: 162 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 4.5+ 4.5+ 4.5+ 100/ 3.75" 100/ 2.25' 4.5+ 4.5+ Water Content, J J E J U N a Plasticity Index 19 23 70 23 47 16 21 22 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 5 I 10 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/14/2017 End Date: 3/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 17.0 LOG OF BORING NO.: 163 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.25" 100/ 2 5" 100/ 3" 3.75 3.75 100/ 20.0 1.75" O re! d N 0 z Water Content, 25 Plasticity Index 26 64 24 40 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 1 _ J 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/14/2017 End Date: 3/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 6.0 15.0, 20.0 LOG OF BORING NO.: 164 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 2.25 100/ 2.75 100/ 2.25 100/ 1.25' 3.0 4.0 O re! d N 0 z 0 0 v D Water Content, 28 27 Plasticity Index 27 71 24 47 ALPHA/XTESTING a O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J O (7 10 15 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/13/2017 End Date: 3/1312017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 20.0 O 0 LOG OF BORING NO.: 165 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 o1 N 0 0 3.25 100/ 3.25 100/ 2.5" 100/ m c d wV% a aN 0 0 z 25 Plasticity Index 3.0 25 4.5+ 14 75 26 49 3.0 12 1.25' ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 l 10 j Tan LIMESTONE with clay seams and layers 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/10/2017 End Date: 3/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Reddish Tan CLAYEY SAND with gravel Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 6.0 8.0 11.0 17.0 LOG OF BORING NO.: 166 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.25" 100/ 20.0 1.75" Water Content, J J Plasticity Index 2.5 23 2.0 25 52 20 32 2.5 26 2.5 25 10 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/14/2017 End Date: 3/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Brown CLAY with some gravel Reddish Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 6.0 8.0 13.0 17.0 LOG OF BORING NO.: 167 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 O re! d N 0 z Water Content, J J Plasticity Index 3.25 24 3.0 27 52 22 30 4.0 2.3 108 23 100/ 3.25' 100/ 20.0 2" 4.25 4.25 21 15 ALPHA/XTESTING I) a O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/14/2017 End Date: 3/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Reddish Tan CLAY with calcareous nodules Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 4.0 6.0 13.0 20.0, LOG OF BORING NO.: 168 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 100/ 3" 100/ 2.25" 2.5 3.0 4.0 4.0 4.0 m c d wV% a aN 0 0 z E 26 28 23 16 E U 0 a Plasticity Index 19 42 17 25 ALPHA/XTESTING I) a 0 WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 10 15 1 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/13/2017 End Date: 3/1312017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 8.0 14.0 20.0 LOG OF BORING NO.: 169 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 0 m c d wV% aN 0 0 z E E U 0 a Plasticity Index 2.0 30 4.5+ 21 67 25 42 4.5+ 15 100/ 3.25" 100/ 2" 100/ 1.25' 3.0 14 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 10_ 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/10/2017 End Date: 3/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Reddish Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- d E 0) 2.0 4.0 8.0 11.0 LOG OF BORING NO.: 170 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.75" 100/ 1.25" Water Content, J J Plasticity Index 3.0 27 4.25 17 53 21 32 16 100/ 20.0 1.25" ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 rn J U L 0. 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/14/2017 End Date: 3/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with some gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) LOG OF BORING NO.: 171 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3" 3.25 100/ 20.0 1.25" 2.5 3.5 2.25 1.2 4.5+ O 'N 0) N O d N 0 0 z 0 0 v D Water Content, 25 28 28 91 30 Plasticity Index 23 66 24 42 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 7 7 L 15 L I_ 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/14/2017 End Date: 3/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 6.0 11.0 17.0 LOG OF BORING NO.: 172 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 3.25 100/ 3.25" 100/ 20.0 2 O .re! N 0 0 z Water Content, 26 Plasticity Index 3.5 28 4.5+ 23 68 26 42 4.5+ 18 4.5+ 10 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0. 15 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/13/2017 End Date: 3/13/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 16.0 20.0 LOG OF BORING NO.: 173 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 4.5+ 100/ 3.75" 100/ 3.25 100/ 2.75 100/ 4" 100/ 1.75' O .re! d N 0 0 z 0 0 v D Water Content, 20 Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 20 rn J U L 0. 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/10/2017 End Date: 3/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY with gravel Tan CLAYEY GRAVEL Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) 2.0 4.0 11.0 LOG OF BORING NO.: 174 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 2.25' 100/ 2" 100/ 0.75' 100/ 20.0 0.75" O .re! d N 0 0 z 0 0 v D Water Content, 17 7 Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/9/2017 End Date: 3/9/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 6.0 8.0 13.0 LOG OF BORING NO.: 175 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.25' 100/ 2" 2.5 Water Content, 30 Plasticity Index 2.75 31 3.0 28 70 22 48 3.0 24 100/ 20.0 1.25' ALPNAOLTESTING 5 WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. (7 %7 10� 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/13/2017 End Date: 3/13/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 8 After Drilling (ft): 3 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Brown CLAY with limestone fragments Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0. E 0) 2.0 6.0 8.0 12.0 LOG OF BORING NO.: 176 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.5" 100/ 2.25" 100/ 20.0 1.25" Water Content, J J Plasticity Index 3.5 29 2.0 30 67 23 44 3.5 28 3.0 27 ALPHA/XTESTING I) a O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 10� 15 i 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/13/2017 End Date: 3/1312017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 6.0 8.0 12.0 LOG OF BORING NO.: 177 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 100/ 3" 100/ 1.25" 2.5 2.5 4.5+ 100/ 20.0 0.75' 4.5+ m c wV% a aN 0 0 z E 26 E U 0 a Plasticity Index 27 19 64 22 42 7 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/10/2017 End Date: 3/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 8.0 12.0 LOG OF BORING NO.: 178 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 2" O 'N 0) c .� N O d N 0 0 z 2.75 2.75 Water Content, 28 28 J J Plasticity Index 3.0 27 4.5+ 21 69 24 45 4.5+ 4.5 109 19 100/ 20.0 1.75" ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 (7 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/10/2017 End Date: 3/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 13.0 LOG OF BORING NO.: 179 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 6" 100/ 5.75" 100/ 3.75" 100/ 1.75 100/ 20.0 1 2.5 Water Content, 26 E J U N a Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 5 I 10 20 7 Tan LIMESTONE with clay seams and layers 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/9/2017 End Date: 3/9/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): 4 After Drilling (ft): DRY After Hours (ft): MATERIAL DESCRIPTION Brown CLAY with gravel Tan and Gray CLAY with gravel Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- d E 0) 2.0 4.0 12.0 LOG OF BORING NO.: 180 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.25 100/ 2.75 100/ 1.25 100/ 20.0 0.75" 2.0 Water Content, 24 12 Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 20 rn J U L o. (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/9/2017 End Date: 3/9/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 N a 1- 0. E 0) 11.0 LOG OF BORING NO.: 181 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 2.25" 100/ 1" 100/ 20.0 1" 2.0 2.0 1.0 Water Content, 31 34 Plasticity Index 35 82 28 54 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 20 rn J U L 0 (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/9/2017 End Date: 3/9/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): 12 After Drilling (ft): 19 After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- d E 0) 2.0 4.0 11.0 LOG OF BORING NO.: 182 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3.25 100/ 2.75 100/ 1.75 2.5 2.25 100/ 20.0 0.75" Water Content, 31 Plasticity Index 28 78 23 55 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 1 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/10/2017 End Date: 3/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 15.0, 20.0, LOG OF BORING NO.: 183 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 4.5+ 100/ 3.75" 100/ 3" 100/ 1 5" 3.0 2.5 O 'N 0) N O d N 0 z 0 0 v D Water Content, 22 23 E J U N a Plasticity Index 22 61 20 41 ALPHA/XTESTING I) O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 15 1 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/10/2017 End Date: 3/1012017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan and Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 8.0 14.0 20.0, LOG OF BORING NO.: 184 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 m c d wV% a aN 0 0 z E E U 0 a Plasticity Index 2.5 27 3.25 26 74 24 50 2.75 28 100/ 3.75" 100/ 2.25" 100/ 1.5" 11 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 20 rn J U L 0 (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/9/2017 End Date: 3/9/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan and Gray CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- d E 0) 2.0 4.0 9.0 LOG OF BORING NO.: 185 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 2.75" 100/ 2" 100/ 1.75" 100/ 20.0 0.75" 2.0 2.0 Water Content, 27 Plasticity Index 14 32 13 19 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 20 rn J U L 0 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/9/2017 End Date: 3/9/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) 2.0 4.0 11.0 LOG OF BORING NO.: 186 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 4.5+ 100/ 3" 100/ 2.75 100/ 0.75 100/ 20.0 0.75" O 'N 0) N O d N 0 z Water Content, 22 Plasticity Index 9 79 27 52 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 rn J U L o. (7 20 I I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/13/2017 End Date: 3/13/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 4.0 N a 1- 0. E 0) 13.0 LOG OF BORING NO.: 187 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 3 5" 100/ 3" 100/ 1.5" 4.5+ 4.5+ 100/ 20.0 1.25" Water Content, 19 Plasticity Index 15 77 26 51 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 rn J U L 0 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 3/13/2017 End Date: 3/13/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 LOG OF BORING NO.: 188 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 4.5+ 100/ 3 5" 100/ 10.0 2.25" 100/ 1" 100/ 20.0 0.75" 3.0 O .re! d N 0 0 z 0 0 v D Water Content, 24 Plasticity Index 34 57 26 31 ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: I) 0 J 0 (7 5 10 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throufih 8 1/30/2017 End Date: 1 /3012017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Reddish Brown CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT Occei Q' 4.0 11.0 20.0, LOG OF BORING NO.: 189 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 1512 o� 0 0 2.75 3.25 4.5+ 100/ 4.25 100/ 3.25 100/ 2.75' 4.5+ 0 c .5(7 N aN 0 0 z E 23 16 E U 0 a Plasticity Index 13 38 16 22 ALPHA/XTESTING I) O 5 WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J 0 (7 10 15 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 1/30/2017 End Date: 1 /3012017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 2.0 6.0 LOG OF BORING NO.: 190 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 100/ 4.25 100/ 3 5" O12 o� 0 0 0 m c d wV% aN 0 0 z E E U 0 a Plasticity Index 2.0 28 4.5+ 13 54 22 32 4.5+ 18 100/ 20.0 2 ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: I) a O 5 1 15 20 J o. (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 1/30/2017 End Date: 1 /3012017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY with calcareous nodules and deposits Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 4.0 11.0 20.0 N o a I'' o o. o ccei E m C0 LOG OF BORING NO.: 191 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 2.0 4.5+ 100/ 3.75" 100/ 1.75' m c d wV% a aN 0 0 z 25 14 E E U 0 a Plasticity Index 3.0 0.5 116 15 4.5+ 12 29 15 14 4.0 20 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 10 1 15 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 1/30/2017 End Date: 1/30/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY with calcareous nodules and deposits Tan CALCAREOUS CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT N a 1- 0) LOG OF BORING NO.: 192 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 3.75 4.5+ 100/ 3.25' 100/ 1.5' 4.5+ 4.5+ 4.5+ O 'N 0) N O d N 0 0 z 0 0 v D Water Content, J J Plasticity Index 24 10 39 18 21 11 12 15 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 (7 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/11/2017 End Date: 4/11/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- d E 0 2.0 18.0 LOG OF BORING NO.: 193 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 0.5 100/ 1.25 66/ 3 5" 100/ 20.0 0.75' 3.5 Water Content, 24 Plasticity Index ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 20 J U L a (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/11/2017 End Date: 4/1112017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY with calcareous nodules Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 8.0 LOG OF BORING NO.: 194 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 100/ 2.5' 100/ 7.75" 100/ 20.0 1,1„ m c wV% a aN 0 0 z 3.5 29 E E U y a Plasticity Index 0.5 23 2.75 21 60 25 35 3.25 13 ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 J 0 (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/11/2017 End Date: 4/1112017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 4.0 6.0 LOG OF BORING NO.: 195 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 2.75 100/ 1.25 100/ 4.75" 3.25 100/ 20.0 2 3.25 m c d wV% a aN 0 0 z E E U 0 a Plasticity Index 26 22 66 24 42 10 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 rn J U L 0 (7 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/12/2017 End Date: 4/12/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 LOG OF BORING NO.: 196 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 3.25 100/ 10.0 1.5" 100/ 1.25 100/ 20.0 2 2.0 1.5 Water Content, 27 Plasticity Index 28 75 26 49 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/12/2017 End Date: 4/12/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): 3 After Drilling (ft): DRY After Hours (ft): Brown CLAY A 7 5 10 20 MATERIAL DESCRIPTION Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 3.0 N a 1- d E 0) 1 12.0 20.0, LOG OF BORING NO.: 197 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 2.25 100/ 0.5" 100/ 1" 100/ 1.25" 100/ 2.5" 1.25 Water Content, 32 Plasticity Index 22 59 24 35 ALPHA/XTESTING I) a O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 5� 10 15 1 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/12/2017 End Date: 4/1212017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tannish Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 4.0 8.0 14.0 20.0 LOG OF BORING NO.: 198 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 100/ 0.75 100/ 1.25 100/ 1.75' m c d wV% a aN 0 0 z 4.0 26 E E U 0 a Plasticity Index 3.5 1.0 107 20 4.5 16 44 20 24 3.5 16 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 rn J U L 0 (7 -I 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/14/2017 End Date: 4/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan CLAY with some gravel Tan LIMESTONE with clay seams and layers TEST BORING TERMINATED AT 20 FT 2.0 4.0 6.0 N a 1- d E 0) LOG OF BORING NO.: 199 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 2.25" 100/ 1" 100/ 20.0 0.5„ Water Content, J Plasticity Index 3.0 27 2.0 26 74 28 46 2.25 13 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 1/31/2017 End Date: 1/31/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 6.0 16.0 20.0 LOG OF BORING NO.: 200 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 2.25 100/ 7 5" 100/ 2.25 100/ 1.25' 3.0 2.5 O .re! d N 0 0 z 0 0 v D Water Content, 24 24 Plasticity Index 23 65 24 41 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 1 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 1/31/2017 End Date: 1/31/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY with calcareous deposits Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 6.0 N a 1- d E 0) 15.0, LOG OF BORING NO.: 201 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 100/ 2.5" 100/ 2.25 2.5 4.5+ 100/ 20.0 1„ 4.5+ Water Content, 26 13 E J U N a Plasticity Index 16 66 22 44 ALPHA/XTESTING I) a O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 15 1 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 1 /31 /2017 End Date: 1 /3112017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Reddish Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 8.0 14.0 20.0 LOG OF BORING NO.: 202 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 170 / 24 100/ 4.5' 100/ 2.5" 100/ 1.25' m c d wV% a aN 0 0 z E E U 0 a Plasticity Index 3.5 25 2.5 27 67 26 41 1.5 13 1.5 14 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 rn J U L 0 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 1/31/2017 End Date: 1/31/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CALCAREOUS CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 18.0 LOG OF BORING NO.: 203 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 O .re! d N 0 0 z 0 0 v D Water Content, J 's J Plasticity Index 4.25 24 3.0 22 57 25 32 4.5+ 11 100/ 8" 100/ 3.75" 100/ 20.0 1.5" ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/11/2017 End Date: 4/11/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION jDark Brown CLAY 5 el 10 15 20 i Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 5.0 14.0 LOG OF BORING NO.: 204 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 8.75" 100/ 1.5" 3.25 100/ 20.0 1" 3.25 4.25 O .re! d N 0 0 z 0 0 v D Water Content, 28 Plasticity Index 32 95 33 62 17 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 rn J U L 0 (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/11/2017 End Date: 4/11/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan GRAVELLY CLAY 1 20 , Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 6.0 N a 1- d E 0) 16.0 20.0 LOG OF BORING NO.: 205 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 4.25 3.75 100/ 6.25 100/ 4" 100/ 1.75' Water Content, 30 7 Plasticity Index 7 27 16 11 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10J 15 — I 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/11/2017 End Date: 4/11/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY with some gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) LOG OF BORING NO.: 206 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 3" 100/ 2.5" 3.75 100/ 20.0 1.25" O .re! d N 0 0 z 0 0 v D Water Content, 25 Plasticity Index 4.5 19 2.5 27 26 54 27 27 4.5 10 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 5 I 10 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/12/2017 End Date: 4/12/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 N a 1- d E 0) 1 11.0 LOG OF BORING NO.: 207 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 4.25" 100/ 6.75" 100/ 1.25" 100/ 20.0 2.75" 1.5 1.5 Water Content, 26 Plasticity Index 29 76 26 50 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 1 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/12/2017 End Date: 4/12/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 6.0 14.0 LOG OF BORING NO.: 208 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 0.5" 100/ 2" O 'N 0) N O d N 0 z 0 0 v D Water Content, J J E J U N a Plasticity Index 2.75 26 3.5 26 72 25 47 1.75 13 100/ 20.0 0.75" ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/12/2017 End Date: 4/12/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Tannish Brown CLAY Tan CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 N a 1- 0. E 0) 12.0 LOG OF BORING NO.: 209 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 0.5" 100/ 1.25" 100/ 20.0 0.5" Water Content, J J Plasticity Index 3.5 25 3.0 28 73 25 48 3.0 12 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/14/2017 End Date: 4/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan and Gray CLAY with some gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) 2.0 4.0 11.0 17.0 LOG OF BORING NO.: 210 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 2.75 100/ 0.75" 3.25 100/ 20.0 1.25" O 'N 0) c .� N O d N 0 0 z 0 0 v D Water Content, 27 20 Plasticity Index 4.5 15 4.0 16 48 20 28 0.5 2.5 120 13 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 5 1 10 15 20 1 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 1/31/2017 End Date: 1/31/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT LOG OF BORING NO.: 211 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 170 / 24 2.5 3.75 4.0 100/ 8" 100/ 3" 100/ 15.0 2.75" 100/ 20.0 1.75" Water Content, 24 26 Plasticity Index ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: I) a O 15 20 J o. (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throufih 8 4/14/2017 End Date: 4/1412017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with some gravel Tan CLAY with some gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 7.0 11.0 17.0 LOG OF BORING NO.: 212 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 36/ 12" 100/ 1.5" 100/ 20.0 1„ m c d wV% a aN 0 0 z E E U 0 a Plasticity Index 2.5 29 2.5 27 79 28 51 3.25 26 87 30 57 2.0 29 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 rn J U L 0 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/10/2017 End Date: 4/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 LOG OF BORING NO.: 213 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 2.25 100/ 1" 100/ 10.0 2.5' 100, 4" 100/ 20.0 1.75" 2.5 O .re! d N 0 0 z 0 0 v D Water Content, 31 Plasticity Index 26 71 23 48 ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 j 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/10/2017 End Date: 4/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY 15 20 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 7.0 11.0 LOG OF BORING NO.: 214 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 o1 N 0 0 4.25 100/ 0.75 100/ 0.75 1.75 100/ 20.0 0.75' 2.5 2.75 m c wV% a aN 0 0 z E 7 E U 0 a Plasticity Index 14 32 14 18 15 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 1 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/10/2017 End Date: 4/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 6.0 N a 1- d E 0) 14.0 LOG OF BORING NO.: 215 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 1.5" 100/ 1" 100/ 20.0 3.75' Water Content, J 0 J E J U N a Plasticity Index 3.5 26 4.0 23 67 26 41 3.5 23 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/19/2017 End Date: 4/19/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 11.0 LOG OF BORING NO.: 216 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 65/ 8.5" 100/ 3" 100/ 1" 100/ 20.0 1.5" 2.5 O .re! d N 0 0 z Water Content, 33 Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 rn J U L 0 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/10/2017 End Date: 4/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown GRAVEL Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) 2.0 12.0 LOG OF BORING NO.: 217 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 2" 100/ 3.5" 100/ 2.25" 100/ 20.0 1 O .re! d N 0 0 z Water Content, 38 Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 15 rn J U L 0 (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/10/2017 End Date: 4/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): 4 After Drilling (ft): DRY After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with some gravel 77 Tan LIMESTONE with clay seams and layers 20 i Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 4.0 N a 1- d E 0) 1 14.0 LOG OF BORING NO.: 218 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 3.75" 100/ 6" 100/ 3" 2.0 3.75 100/ 20.0 2.25" Water Content, 27 12 E J U N a Plasticity Index ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 rn J U L 0 (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/10/2017 End Date: 4/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan GRAVELLY CLAY with calcareous deposits 15 1 20 Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 6.0 N a 1- d E 0) 14.0 LOG OF BORING NO.: 219 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 3.5" 100/ 2.75" 100/ 20.0 2 4.5 3.5 4.0 Water Content, 14 17 Plasticity Index 14 45 20 25 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 5 10 J U L 0 (7 15 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/10/2017 End Date: 4/10/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan WEATHERED LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 1.0 14.0 LOG OF BORING NO.: 220 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 G) �0 O 5 Y N 8c U a 2 o rr c �a a 100/ 5.75" 100/ 3.75" 100/ 2" 100/ 20.0 0.75' N O d N 0 z Water Content, E J E U N a Plasticity Index ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: a O 15 J O. (7 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/15/2017 End Date: 4/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT LOG OF BORING NO.: 221 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 m c d wV% a aN 0 0 z 3.0 26 Plasticity Index 1.75 0.9 91 29 4.5+ 21 63 27 36 4.5+ 21 100/ 0.75' 4.5+ 8 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 rn J U L 0 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/15/2017 End Date: 4/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) LOG OF BORING NO.: 222 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 3.75 100/ 2.75' 100/ 20.0 1 O .re! d N 0 0 z 0 0 v D Water Content, 28 Plasticity Index 3.0 25 4.5+ 21 82 30 52 4.5+ 13 4.5+ 13 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 5 7f74 10 15 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/11/2017 End Date: 4/11/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 5.0 N a 1- d E 0) 11.0 LOG OF BORING NO.: 223 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 31/ 12" 100/ 1.5" 100/ 20.0 2 3.0 3.0 2.5 Water Content, 26 Plasticity Index 19 58 23 35 22 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 1 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/12/2017 End Date: 4/12/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with some gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 14.0 20.0 LOG OF BORING NO.: 224 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 7.25" 100/ 100/ 1.25" Water Content, J J Plasticity Index 3.0 27 3.0 24 72 26 46 3.5 24 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/14/2017 End Date: 4/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): 8 After Drilling (ft): DRY After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan and Gray SHALY CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) LOG OF BORING NO.: 225 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 O .re! d N 0 0 z 2.75 0 0 v D Water Content, 26 Plasticity Index 3.0 24 4.5+ 20 72 27 45 3.75 1.1 103 24 100/ 20.0 0.75" 4.0 4.25 14 15 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. (7 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/14/2017 End Date: 4/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0. E 0) 6.0 12.0 17.0 LOG OF BORING NO.: 226 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 2.75' 3.0 2.0 4.5+ 4.5+ 100/ 20.0 0.75" 2.5 Water Content, 28 29 Plasticity Index 21 15 61 25 36 14 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/15/2017 End Date: 4/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 8.0 14.0 LOG OF BORING NO.: 227 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 2.75" 100/ 1.5" 100/ 20.0 0.5" 3.5 Water Content, 28 Plasticity Index 3.5 25 4.5+ 18 72 25 47 3.0 25 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 (7 5 10 15 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/14/2017 End Date: 4/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): 8 After Drilling (ft): DRY After Hours (ft): MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan and Gray SHALY CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- d E 0) LOG OF BORING NO.: 229 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 20.0 66. 0.5" 4.0 Water Content, 26 Plasticity Index 2.5 29 3.75 27 83 29 54 4.5 3.5 105 22 2.25 2.0 18 23 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 5 10 _ J 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/14/2017 End Date: 4/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT LOG OF BORING NO.: 230 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 3.75 100/ 2.25" 3.75 4.5+ 4.25 4.5 O 'N 0) c .� N O d N 0 0 z Water Content, 29 J J Plasticity Index 27 18 89 35 54 5 17 ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: a O 5 1 15 J O. (7 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/14/2017 End Date: 4/1412017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 2.0 12.0 14.0 20.0 O 0 LOG OF BORING NO.: 231 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 0 m c d wV% aN 0 0 z 2.25 100/ 100/ 2.5 29 10 Plasticity Index 4.5+ 8 4.5 15 48 21 27 4.25 11 1.25" ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. (7 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/19/2017 End Date: 4/19/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with some gravel Tan WEATHERED LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0. E 0) LOG OF BORING NO.: 232 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 1.5" 100/ 20.0 0.5' 2.5 Water Content, 28 J J Plasticity Index 2.5 28 4.5 22 85 34 51 4.5+ 21 4.5+ 14 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 rn J U L 0 (7 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/15/2017 End Date: 4/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tannish Brown CLAY Brown GRAVEL Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- d E 0) LOG OF BORING NO.: 233 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 3" 100/ 20.0 1.25" Water Content, J J Plasticity Index 4.5 22 4.5 23 65 26 39 4.5 24 4.5 4.5+ 25 26 ALPNAOLTESTING 1 WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 15_ 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/18/2017 End Date: 4/18/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tan CLAY with some gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 6.0 13.0 18.0 LOG OF BORING NO.: 234 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 3.5" 4.25 4.5 4.5 4.5+ 100/ 20.0 0.75" 1.5 O 'N 0) N O d N 0 z Water Content, 26 23 24 22 E J U N a Plasticity Index 11 44 21 23 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/18/2017 End Date: 4/18/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tannish Brown CLAY with some gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 6.0 12.0 17.0 LOG OF BORING NO.: 235 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 2" 4.25 100/ 20.0 1 O .re! d N 0 0 z 0 0 v D Water Content, 26 Plasticity Index 4.0 2.3 101 25 4.5+ 22 81 27 54 4.5 21 4.5+ 10 ALPNAOLTESTING 1) I) c O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0 10_ 15 20 1 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/18/2017 End Date: 4/18/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tannish Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 8.0 19.0 20.0, LOG OF BORING NO.: 236 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 3.75 100/ 2.5" 100/ 1.75" 100/ U Y o C o0) O c .� N0) N O d N 0 0 z Water Content, 30 Plasticity Index 4.0 26 4.5+ 22 66 28 38 4.5+ 14 0.75" ALPHA/XTESTING I) a O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 15 1 20 i 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/19/2017 End Date: 4/1912017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with some gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 8.0 14.0 LOG OF BORING NO.: 237 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 100/ 1.5' 100/ 0.5" 2.0 3.25 2.75 100/ 20.0 0.75' 2.0 m c d wV% a aN 0 0 z E 34 26 8 E U 0 a Plasticity Index 11 42 21 21 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/14/2017 End Date: 4/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with some gravel Tan CLAY with some gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 8.0 12.0 14.0 LOG OF BORING NO.: 238 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 4.5+ 100/ 0.75' 100/ 20.0 0.5" 3.75 3.0 3.5 O .re! d N 0 0 z Water Content, 29 Plasticity Index 26 7 65 24 41 7 10 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 20 1 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/15/2017 End Date: 4/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY with some gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) LOG OF BORING NO.: 239 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 2.25 100/ 1.25" 100/ 0.75" O .re! d N 0 0 z 0 0 v D Water Content, 27 Plasticity Index 2.0 30 4.5 24 75 28 47 3.75 20 2.0 24 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 rn J U L 0 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/15/2017 End Date: 4/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan WEATHERED LIMESTONE with clay seams and layers Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT LOG OF BORING NO.: 240 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 3.75 4.5+ 6.0 8.0 � 10.0 100/ 1.5" 100/ 15.0 0.5" 100/ 20.0 0.5" 4.5+ 4.5+ O 'N 0) N O d N 0 z 0 0 v D Water Content, J J E J U N a Plasticity Index 22 22 76 22 54 23 23 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L 0. 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/15/2017 End Date: 4/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Brown CLAY Tannish Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 6.0 13.0 LOG OF BORING NO.: 241 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 2.75 100/ 15.0 0.75" O re! d N 0 z 0 0 v D Water Content, 26 Plasticity Index 4.5 22 4.5+ 23 73 23 50 4.5+ 21 100/ 20.0 0.25" 4.0 19 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 20 rn J U L 0 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/15/2017 End Date: 4/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan CLAY with some gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0) LOG OF BORING NO.: 242 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 1.25' 100/ 1" O .re! d N 0 0 z 0 0 v D Water Content, J 's J Plasticity Index 2.75 29 2.0 30 71 26 45 4.5+ 22 100/ 20.0 0.75" 3.25 9 ALPHA/XTESTING I) a O WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 10 15 20 I 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/15/2017 End Date: 4/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 4.0 6.0 8.0 15.0, LOG OF BORING NO.: 243 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 100/ 1" 100/ 0.75" 2.0 2.5 4.5+ 6.7 100/ 20.0 0.25" 4.5+ m c d wV% a aN 0 0 z E 30 28 108 23 E U 0 a Plasticity Index 9 50 23 27 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: rn J U L o. (7 15 i 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/14/2017 End Date: 4/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ Dn Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0. E 0) 4.0 8.0 12.0 16.0 LOG OF BORING NO.: 244 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 1" 1.75 4.5+ 100/ 20.0 0.5" 4.5+ 4.5+ 4.5+ Water Content, 27 22 J J Plasticity Index 22 24 57 27 30 10 ALPHA/XTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: J o. (7 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/14/2017 End Date: 4/1412017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION jDark Brown CLAY 5 10 15 20 , Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT LOG OF BORING NO.: 245 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (lbs / in): 140 / 30 3.75 2.75 4.5+ 100/ 1.5' 100/ 0.75 100/ 20.0 0.25' 4.0 m c d wV% a aN 0 0 z E E U 0 a Plasticity Index 26 27 67 26 41 24 12 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 15 rn J U L o. (7 20 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/15/2017 End Date: 4/15/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- 0. E 0) 4.0 8.0 13.0 LOG OF BORING NO.: 246 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 15.0 1 100/ 20.0 0.5" 3.5 2.5 Water Content, 33 32 Plasticity Index 4.0 26 3.75 26 73 26 47 4.0 10 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 10 15 rn J U L 0 (7 20 , 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/14/2017 End Date: 4/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Brown CLAY Tan CLAY with some gravel Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT N a 1- d E 0) 2.0 4.0 6.0 16.0 LOG OF BORING NO.: 247 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 4.25 100/ 1.5" 100/ 1.25" 4.5+ 100/ 20.0 0.75" Water Content, 29 Plasticity Index 12 90 31 59 ALPNAOLTESTING WHERE IT ALL BEGINS Client: Project: Start Date: Drilling Method: 20 rn J U L 0. 5058 Brush Creek Rd. Fort Worth, Texas 76119 Phone: 817-496-5600 Fax: 817-496-5608 www. alphatesting. com D. R. Horton - Texas. Ltd. (DFW West Division) Trails of Elizabeth Creek Phases 3 throuch 8 4/14/2017 End Date: 4/14/2017 CONTINUOUS FLIGHT AUGER GROUND WATER OBSERVATIONS SZ On Rods (ft): After Drilling (ft): After Hours (ft): NONE DRY MATERIAL DESCRIPTION Dark Brown CLAY Tannish Brown CLAY Tan LIMESTONE with clay seams and layers Gray LIMESTONE with shale seams TEST BORING TERMINATED AT 20 FT 6.0 12.0 16.0 LOG OF BORING NO.: 248 Sheet 1 of 1 PROJECT NO.: W170075 Location: Denton County, Texas Surface Elevation: West: North: Hammer Drop (Ibs / in): 140 / 30 100/ 1" 2.75 1.75 100/ 20.0 0.75" O 'N 0) N O d N 0 z 0 0 v D Water Content, 29 33 Plasticity Index 2.0 31 4.5 19 53 22 31 1.75 18 ALPHA 4XTLSTING WHERE IT ALL BEGINS SOIL & ROCK SYMBOLS • ou 111 A A J (CH), High Plasticity CLAY (CL), Low Plasticity CLAY (SC), CLAYEY SAND (SP), Poorly Graded SAND (SW), Well Graded SAND (SM), SILTY SAND (ML), SILT (MH), Elastic SILT LIMESTONE SHALE / MARL SANDSTONE (GP), Poorly Graded GRAVEL (GW), Well Graded GRAVEL (GC), CLAYEY GRAVEL (GM), SILTY GRAVEL (OL), ORGANIC SILT (OH), ORGANIC CLAY FILL SAMPLING SYMBOLS ■SHELBY TUBE (3" OD except where noted otherwise) x SPLIT SPOON (2" OD except where noted otherwise) AUGER SAMPLE TEXAS CONE PENETRATION ROCK CORE (2" ID except where noted otherwise) KEY TO SOIL SYMBOLS AND CLASSIFICATIONS RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft) VERY LOOSE 0 TO 4 LOOSE 5 TO 10 MEDIUM 11 TO 30 DENSE 31 TO 50 VERY DENSE OVER 50 SHEAR STRENGTH OF COHESIVE SOILS (tsf) VERY SOFT LESS THAN 0.25 SOFT 0.25 TO 0.50 FIRM 0.50 TO 1.00 STIFF 1.00 TO 2.00 VERY STIFF 2.00 TO 4.00 HARD OVER 4.00 RELATIVE DEGREE OF PLASTICITY (PI) LOW 4 TO 15 MEDIUM 16 TO 25 HIGH 26 TO 35 VERY HIGH OVER 35 RELATIVE PROPORTIONS (%) TRACE 1 TO 10 LITTLE 11 TO 20 SOME 21 TO 35 AND 36 TO 50 PARTICLE SIZE IDENTIFICATION (DIAMETER) BOULDERS 8.0" OR LARGER COBBLES 3.0" TO 8.0" COARSE GRAVEL 0.75" TO 3.0" FINE GRAVEL 5.0 mm TO 3.0" COURSE SAND 2.0 mm TO 5.0 mm MEDIUM SAND 0.4 mm TO 5.0 mm FINE SAND 0.07 mm TO 0.4 mm SILT 0.002 mm TO 0.07 mm CLAY LESS THAN 0.002 mm ALPHA/\iESiING WHERE IT ALL BEGINS DALLAS 2209 Wisconsin Street #100 Dallas, texas 75222 T: 972 20. 918 1 F: 972.620.1302 FORT WORTH 5058 Brush Creek Road Fort Worth, Texas 76119 T: 817.496.5600 F: 817.496.5608 —IIlOUSTO 6513 W. Littl- ork Road Houston, Texas 77040 T: 713.360.0460 F: 713.360.0481 SAN ANTO,La-0� 12766 O'Connor R3 San Antonio, Texas 78233 T: 210.249.2100 F: 210.249.21 www.alphatesting.com Geotechnical Construction Materials Environmental TBPE N97.84..\ GR-01 60 00 Product Requirements Page 1 of 1 GR-01 60 00 PRODUCT REQUIREMENTS City Project No. 103480 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 'on Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/161 1 07/23/97 04/26/00 04/26/00 1/26/99 5/13/05 33 05 13 33 05 13 33 05 13 33 05 13 33 05 13 Urethane Hydrophilic Watorstop Offset Joint for 4' Diam. MH Profile Gasket for 4' Diam. MH. HDPE Manhole Adjustment Rings Manhole External Wrap Asahi Kogyo K.K. Hanson Concrete Products Press -Seal Gasket Corp. Ladtech, Inc Canusa - CPS er - MraUlTs & Bases/Fiberglass 33-39-13 (1/8/13 1/26/99 33 39 13 Fiberglass Manholc Fluid Containment, Inc. 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Adeka Ultra -Seal P-201 Drawing No. 35-0048-001 250-4G Gasket HDPE Adjustment Ring WrapidSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/15) 33 05 13 'Manhole Frames and Covers I Western Iron Works, Bass & Hays Foundry ASTM D2240/D412/D792 ASTM C-443/C-361 SS MH Traffic and Non -traffic area Flowtite ASTM 3753 Non -traffic area Non -traffic area 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/161 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R- 165-LM (Hinged) ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry NF 1274 ASTM A48 & AASHTO M306 30" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-LM (Hinged) ASTM A48 & AASHTO M306 30" dia. 33 05 13 Manhole Frames and Covers Sigma Corporation MH-144N 33 05 13 Manhole Frames and Covers Sigma Corporation MH-143N 33 05 13 Manhole Frames and Covers Pont-A-Mousson GTS-STD 24" dia. 33 05 13 Manhole Frames and Covers Neenah Casting 24" dia. 10/31/06 33 05 13 Manhole Frames and Covers (Hinged) Powerseal Hinged Ductile Iron Manhole ASTM A536 24" Dia. 7/25/03 33 05 13 Manhole Frames and Covers Saint-Gobain Pipelines (Pamrex/rexus) RE32-REFS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia. 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia 08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 30" ERGO XL Assembly 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. CAP-ONE-30-FTW, Composite, w/ Lock 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. w/o Hmg 30" Dia. 10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/1/III 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamfight 24" Dia. * 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 33 05 13 Manhole Frames and Covers Westem Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. iver - Manholes & Bases/Precast Concrete (ley 1/8/13 33 39 10 Manhole, Precast Concrete Hydro Conduit Coro SPL Item #49 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 05/08/18 33 39 10 Manhole, Precast Concrete The Turner Company 48", 60" I.D. Manhole w/ 32" Cone ASTM C 478 48", 60" 10/27/06 33 39 10 Manhole, Precast Concrete Oldcastle Precast Inc. 48" I.D. Manhole w/ 24" Cone ASTM C 478 48" Diam w 24" Rmg 06/09/10 33 39 10 Manhole, Precast (Reinforced Polymer)Concrete US Composite Pipe Reinforced Polymer Concrete ASTM C-76 48" to 72" 09/06/19 33 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 60" & 72" I.D. Manhole w/32" Cone ASTM C-76 60" & 72" 10/07/21 32 39 20 Manhole, Precast Concrete Forterra Pipe and Precast 48" I.D. Manhole w/32" Cone ASTM C-77 48" 10/07/21 33 39 20 Manhole, Precast (Reinforced Polymer) Concrete Armorock 48" & 60" I.D. Manhole w/32" Cone 48" & 60" 10/07/21 33 39 20 Manhole, Precast (Hybrid) Polymer & PVC Predl Systems 48" & 60" I.D. Manhole w/32" Cone 48" & 60" Non Traffic Areas 03/07/23 03/07/23 33 39 20 33 39 20 Manhole, Precast Concrete Manhole, Precast (Reinforced Polymer) Concrete AmeriTex Pipe and Products, LLC P3 Polymers, RockHardscp 48" & 60" I.D. Manhole w/32" Cone 48" & 60" I.D. Manhole w/32" Cone ASTM C-478; ASTM C-923; ASTM C-443 04/28/07 Manhole, Precast (Reinforced Polymer) Concrete Eater & Sewer - Manholes & Bases/Rehab Svstems/Cementitious E1-14 Manhole Rchab Systems 04/23/01 EI-14 Manhole Rehab Systems E1-14 Manhole Rehab Systems 4/20/01 EI-14 Manhole Rehab System 5/12/03 EI-14 Manhole Rehab System (Liner) 08/30/06 General Concrete Repair Amitcch USA Quadex Standard Cement Materials, Inc. AP/M Permaform Strong Company Triplex Lining System FlexKrete Technologies Meyer Polycrete Pipe Reliner MSP Strong Seal MS2A Rehab System I MH repair product to stop infiltration I Vinyl Polyester Repair Product ASTM D5813 Misc. Use From Original Standard Products List FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. g 'on Manufacturer Model No. National Spec Water & Sewer - an o es Bases/Rehab Svstems/NonCementitious 05/20/96 EI-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating - ASTM D639/D790 Size 12/14/01 I 01/31/06 I 8/28/2006 Coating for Corrosion protection(Exterior) Coatings for Corrosion Protection Coatings for Corrosion Protection ERTECH Chesterton Warren Environmental Series 20230 and 2100 (Asphatic Emulsion) Arc 791, SIHB, Sl, S2 S-301 and M-301 ,v, a.,., ,.,.0L.„a„,pp,00,,,,g,ao„-r,oc,c„ap,ay 03/19/18 33 39 20 Coating for Corrosion protection(Extenor) Sherwin Williams Grade (Asphatic Emulsion) I 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. * 33 05 13 Manhole Insert South Westem Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. * 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia Acid Resistance Test Structures Only Sewer Applications Sewer Applications r otc ung v, w„u crc Structures Only water 8� Sewer - Pine Casino Spacers 33-05-24 (07/01/13) 1 1/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM 03/19/18 Casing Spacers BWM 03/29/22 33 05 13 Casing Spacers CCI Pipeline Systems Water & Sewer - Pines/Ductile Iron 33-11-10(1/8/131 SS-12 Casing Spacer(Stainless Steel) FB-12 Casing Spacer (Coated Carbon Steel) for Nonjnressure Pipe and Grouted Casing CSC12, CSS12 * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thin 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thin 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) sewer - Coatin's/Enoxv 33-39-60 (01/08/131 02/25/02 Epoxy Lining System 12/14/01 Epoxy Lmmg System 04/14/05 Interior Ductile Iron Pipe Coating 01/31/06 Coatings for Corrosion Protection 8/28/2006 Coatings for Corrosion Protection Sewer - Coatings/Polvurethane r Sauereisen, Inc SewerGard 210RS Ertech Technical Coatings Ertech 2030 and 2100 Series Induron Protecto 401 Chesterton Arc 791, SIHB, Sl, S2 Warren Environmental 5-301 and M-301 LA County #210-1.33 ASTM B-117 Acid Resistance Test Ductile Iron Pape Only Sewer Applications Sewer Applications Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2" Sewer - Pipes/Concrete EI-04 EI-04 E1-04 E1-04 Conc. Pipe, Reinforced Conc. Pipe, Reinforced Conc. Pipe, Reinforced Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. Hydro Conduit Corporation Hanson Concrete Products Concrete Pipe & Products Co. Inc. Class III T&G, SPL Item #77 ASTM C 76 ASTM C 76 ASTM C 76 ASTM C 76 Sewer - Pine Enlarument System (Method133-31-23 (01/18/13) PIM System McConnell Systems TRS Systems Sewer- Pipe/Fibere aT s 1 nforced/33-31-13(1/8/131 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) 03/22/10 33 31 13 Fiberglass Pipe (FRP) 04/09/21 33 31 13 Glass -Fiber Reinforced Polymer Pipe (FRP) 03/07/23 33 31 13 Fiberglass Pipe (FRP) PIM Corporation McLat Construction Trenchlms Replacement System Hobas Pipe USA, Inc. Ammon Thompson Pipe Group Future Pipe Industries Polyethylene Polyethylene Polyethylene Hobos Ape (Non -Pressure) Bondstrand RPMP Pipe Thompson Pipe (Flowtite) Fiberstrong FRP PIM Corp., Piscata Way, N.J. Houston, Texas Calgary, Canada ASTM D3262/D3754 ASTM D3262/D3754 ASTM D3262/D3754 Approved Previously Approved Previously Approved Previously ASTM D3262, ASTM D3681 ASTM D4161, AWWA M45 4/14/05 I 06/09/10 Sewer - Pine/Polymer Pine Polymer Modified Concrete Pipe El-9 Reinforced Polymer Concrete Pipe Amrtech USA US Composite Pipe Meyer Polycrete Ape Reinforced Polymer Concrete Pipe ASTM C33, A276, F477 ASTM C-76 8" to 102", Class V Pines/HDPE 33-31-23(1/8/131 From Original Standard Products List 2 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 12/02/11 10/22/14 .on Manufacturer Model No. National Spec Size High -density polyethylene pipe High -density polyethylene pipe High -density polyethylene pipe High -density polyethylene pipe Sewer - Pines/PVC (Pressure Sewer133-11-12 (4/1/131 33-11-1� DR-14 PVC Pressure Pipe 33-11-12 DR-14 PVC Pressure Pipe 33-31-20 12/23/97* 33-31-20 33-31-20 01/18/18 33-31-20 11/11/98 33-31-20 33-31-20 09/11/12 33-31-20 05/06/05 33-31-20 04/27/06 33-31-20 33-31-20 3/19/2018 33 31 20 3/19/2018 33 31 20 3/29/2019 33 31 20 10/21/2020 33 31 20 10/22/2020 33 31 20 10/21/2020 33 31 20 PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe PVC Sewer PT ° PVC Solid Wall Pipe PVC Sewer Fittings PVC Sewer Fittings PVC Sewer Pipe PVC Sewer Pre Gasketed Fittings (PVC) PVC Sewer Pipe PVC Sewer Pipe PVC Sewer Pipe Phillips Driscopipe, Inc. Plexco Inc. Polly Pipe, Inc. CSR Hydro Condud/Pioelme Systems Prpelife Jetstream Royal Building Products J-M Manufacturing Co., Inc. (JM Eagle) Diamond Plastics Corporation Lamson Vylon Pipe Vinyltech PVC Pipe Diamond Plashes Corporation J-M Manufacturing Co, Inc. (JM Eagle) Prq life Jet Stream Diamond Plastics Corporation Harco Plastic Trends, Inc.(Westlake) Prpelife Jet Stream Prpelife Jet Stream GPK Products, Inc. NAPCO(Westlake) Sanderson Pipe Corp. NAPCO(Westlake) P 33-31-12 (01/1 * Cured in Place Pipe Insituform Texark, Inc 05/03/99 Cured in Place Pipe National Envirotech Group 05/29/96 Cured in Place Pipe Reynolds Inc/Inlmer Technolgy (Inliner USA) 116, Sewer - Pioes/Rehab/Fold & FormJM Fold and Form Pipe Cullum Pipe Systems, Inc. 11/03/98 Fold and Form Pipe Insituf Technologies, Inc. Insituf "NuPlpe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc. Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultralmer Ultralmer PVC Alloy Pipelmer ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Coro. EX Method ASTM F-1504, F-1947 Up to 18" diameter Opticore Ductile Polyethylene Pipe McConnell Pipe Enlargement PVC Pressure Pipe Royal Seal PVC Pressure Pipe ASTM D 1248 ASTM D 1248 ASTM D 1248 ASTM D 1248 AWWA C900 AWWA C900 8" 8- 4 thru 12 4" thin 12" SDR-26 ASTM D 3034 4" - 15" SDR-26 ASTM D 3034 4" thru 15" ASTM F 789 4" thin 15" Gravity Sewer ASTM D3034 4" thru 15" "S" Gravity Sewer Pipe ASTM F 679 18" to 27" SDR 26/35 PS 115/46 ASTM F 679 18" - 28" SDR-26 and SDR-35 ASTM F-679 18" SDR 26/35 PS 115/46 ASTM F-679 18" to 48" SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" Gasketed PVC Sewer Main Fittings ASTM D 3034 SDR 35 ASTM F679 SDR 26 ASTM D3034 SDR 26 ASTM D3034/F-679 SDR 26 ASTM D3034 SDR 26 ASTM D3034 SDR 26/35 PS 115/46 ASTM F-679 18"- 24" 4"- 15" 4"- 15" 4" - 15" 4"- 15" 18"- 36" National Liner, (SPL) Item #27 Inliner Technology ASTM F 1216 ASTM F-1216/D-5813 ASTM F 1216 Sewer - Pioes/ODen Profile Large Diameter . 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Lamson Vylon Pipe Carlon Vylon H.C. Closed Profile Pipe, ASTM F 679 18" to 48" 09/26/91 E100-2 PVC Sewer Pipe, Ribbed Extrusion Technologies, Inc. Ultra -Rib Open Profile Sewer Pipe ASTM F 679 18" to 48" E100-2 PVC Sewer Pipe, Ribbed Uponor ETI Company 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double Wall Advanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated) ASTM F 2736 24"-30" 11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple Wall Advanced Drainage Systems (ADS) SaniTite HP Triple Wall Pipe ASTM F 2764 30" to 60" 05/16/11 Steel Reinforced Polyethylene Pipe ConTech Construction Products Durmaxx ASTM F 2562 24" to 72" * From Original Standard Products List 3 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 'on Water - Appurtenances - -10 (07/01/131 33-12-10 Double Strap Saddle 08/28/02 Double Strap Saddle 33-12-10 Double Strap Service Saddle 01/18/18 07/23/12 Manufacturer Romac Smith Blair Mueller Company 03/07/23 33-12-10 Double Strap Service Saddle Powerseal 10/27/87 10/27/87 5/25/2018 5/25/2018 5/25/2018 5/25/2018 5/25/2018 5/25/2018 33-12-10 33-12-10 33-12-10 33-12-10 33-12-10 33-12-10 Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves Curb Stops -Ball Meter Valves 01/26/00 Coated Tapping Saddle with Double SS Straps 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steen 03/29/22 33-12-25 Tapping Sleeve (Coated or Stainless Steen 05/10/11 Tapping Sleeve (Stainless Steen 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) 02/29/12 33-12-25 Tapping Sleeve (Stainless Steen 05/10/11 Joint Repair Clamp Plastic Meter Box w/Composite Lid Plastic Meter Box w/Composite Lid 08/30/06 Plastic Meter Box w/Composite Lid Concrete Meter Box Concrete Meter Box Concrete Meter Box Water - Combination Air Release 33-31-70 (01/08/131 E1-11 E1-11 E1-11 Combination Air Release Valve Combination Air Release Valve Combination Air Release Valve Water Barrel Fire Hydrant 10/01/87 03/31/88 09/30/87 01/12/93 08/24/88 09/24/87 10/14/87 01/15/88 10/09/87 09/16/87 08/12/16 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 E-1-12 Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant E-1-12 Dry Barrel Fire Hydrant E-1-12 E1-12 E-1-12 E-1-12 33-12-40 Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant Dry Barrel Fire Hydrant McDonald McDonald Ford Meter Box Co., Inc. Ford Meter Box Co., Inc. Ford Meter Box Co., Inc. Mueller Co., Ltd. Mueller Co., Ltd. Mueller Co., Ltd. JCM Industries, Inc. JCM Industries, Inc. JCM Industries, Inc. Powerseal Romac Romac Romac Powerseal DFW Plastics Inc. DFW Plastics Inc. DFW Plastics Inc. Bass & Hays Bass & Hays Bass & Hays GA Industries, Inc. Multiplex Manufacturing Co. Valve and Pnmer Corp. American -Darling Valve American Darling Valve Clow Corporation American AVK Company Clow Corporation ITT Kennedy Valve M&H Valve Company Mueller Company Mueller Company U.S. Pipe & Foundry American Flow Control (AFC) El (East Jordan Iron Works) Model No. 202NS Nylon Coated #317 Nylon Coated Double Strap Saddle DR2S Double (SS) Strap DI Saddle 3450AS, Incl. Corp. Stop, Dbl Strap, Stainless 6100M,6100MT & 610MT 4603B, 4604B, 6100M, 6100TM and 6101M FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL FB600-6-NL, FB1600-6-NL, FV23-666-W- NL, L22-66NL FB600-4-NL, FB1600-4-NL, B11-444-WR- NL, B22444-WR-NL, L28-44NL B-25000N, B-24277N-3, B-20200N-3, H- 15000N„ H-1552N, H142276N B-25000N, B-20200N-3, B-24277N-3,H- 15000N, H-14276N, H-15525N 15530N #406 Double Band SS Saddle 412 Tapping Sleeve ESS 415 Tapping Sleeve 3490AS (Flange) & 3490M1 FTS 420 SST Stainless Steel SST III Stainless Steel 3232 Bell Joint Repair Clamp DFW37C-12-1EPAF FTW DFW39C-12-1EPAF FTW DFW65C-14-IEPAF FTW CMB37-B12 1118 LID-9 CMB-18-Dual 1416 LID-9 CMB65-B65 1527 LID-9 National Spec AWWA C800 AWWA C800 NSF ANSI 372 AWWA C800 AWWA C800 AWWA C800 AWWA C800, ANSF 61, ANSI/NSF 372 AWWA C800, ANSF 61, ANSI/NSF 372 ANSI/NSF 372 AWWA C-223 AWWA C-223 AWWA C-223 AWWA C-223 AWWA C-223 Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A Crispin Air and Vacuum Valves, Model No. APCO #143C, #145C and #147C Drawing Nos. 90-18608, 94-18560 Shop Drawing No. 94-18791 Shop Drawing No. D-19895 Model 2700 Drawings D20435, D20436, B20506 Shop Drawing No. D-80783FW Shop Drawing No. 13476 Shop Drawings No. 6461 A-423 Centurion A-423 Super Centurion 200 Shop Drawing No. 960250 Waterous Pacer WB67 WaterMaster 5CD250 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 AWWA C-502 Svc 1"-2" SVC, up to24"Pipe 1"-2" SVC, up to 24" Pipe 1"-2" SVC, up to 24" Pipe 3/4" and 1" 1'4" and 2" 2" 1-1/2" 1-1/2" 1„ 1"-2" Taps on up to 12" Up to 30" w/12" Out Concrete Pipe Only 4"-8" and 16" U p to 42" w/24" Out Up to 24" w/12" Out Up to 30" w/12" Out 4" to 30" Class "A" 1/2" 1"&2" 1" 2"&3„ 02/05/93 08/05/04 E101-5 Detector Check Meter Magnetic Drive Vertical Turbine Ames Company Hersey Model 1000 Detector Check Valve Magnetic Drive Vertical AWWA C550 AWWA C701, Class 1 * From Original Standard Products List 4 08/24/18 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 'On Manufacturer Model No. National Spec Size Water - Pines/PVC (Pressure Water.)33-31-70 (01/08/131 I 01/18/18 N. MM. I 3/19/2018 I 3/19/2018 I 5/25/2018 33-11-12 33 11 12 33 11 12 33 11 12 PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe 5/25/2018 33 11 12 PVC Pressure Pipe 12/6/2018 12/6/2018 9/6/2019 9/6/2019 9/6/2019 9/6/2019 33 11 12 PVC Pressure Pipe 33 11 12 33 11 12 33 11 12 33 11 12 33 11 12 PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipe PVC Pressure Pipc Vinyltech PVC Pipe Pipelife Jet Stream Pipelife Jet Stream Diamond Plastics Corporation Diamond Plastics Corporation J-M Manufacturing Co., Inc d/b/a JM Eagle J-M Manufacturing Co., Inc d/b/a JM Eagle Underground Solutions Inc. NAPCO(Westlake) NAPCO(Westlake) Sanderson Pipe Corp. Water - Pines/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 El-07 Ductile Iron Finings Star Pipe Products, Inc. * E1-07 Ductile Iron Fittings * E1-07 Ductile Iron Fittings 08/11/98 E1-07 Ductile Iron Fittings 02/26/14 E1-07 MJ Fittings 05/14/98 E1-07 Ductile Iron Joint Restraints 05/14/98 E1-24 PVC Joint Restraints 11/09/04 E1-07 Ductile Iron Joint Restraints 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) 08/10/98 E1-07 MJ Ftttings(DIP) 10/12/10 E1-24 Interior Restrained Joint System 08/16/06 E1-07 Mechanical Joint Fittings 11/07/16 33-11-11 Mechanical Joint Retainer Glands 11/07/16 33-11-11 Mechanical Joint Retainer Glands 03/19/18 03/19/18 03/19/18 12/13/02 08/31/99 05/18/99 10/24/00 08/05/04 05/23/91 01/24/02 11/08/99 01/23/03 05/13/05 01/31/06 01/28/88 10/04/94 11/08/99 11/29/04 11/30/12 05/08/91 33-11-11 33-11-11 33-11-11 Mechanical Joint Retainer Glands Mechanical Joint Retainer Glands Mechanical Joint Retainer Glands Giffin Pipe Products, Co. McWane/Tyler Pipe/ Union Utilities Division Sigma, Co. Accucast Ford Meter Box Co./Uni-Flange Ford Meter Box Co./Um-Flange One Bolt, Inc. EBAA Iron, Inc. EBAA Iron, Inc. Sigma, Co. Sigma, Co. Sigma, Co. Sigma, Co. S & B Techncial Products SIP Industries(Serampore) Star Pipe Products, Inc. Star Pipe Products, Inc. SIP Industries(Serampore) SIP Industries(Serampore) SIP Industries(Serampore) Water - Pines/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control E1-26 E1-26 E1-26 E1-26 E1-26 E1-26 EI-26 E1-26 Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Seated Gate Valve Resilient Seated Gate Valve Resilient Seated Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedge Gate Valve Resilient Wedg Gate Valve E l -26 Resilient Seat Gate Valve * EI-26 Resilient Seated Gate Valve 10/26/16 33-12-20 Resilient Seated Gate Valve Marco Gate Valve American Flow Control Amercan Flow Control Amercan Flow Control American Flow Control Amercan Flow Control Amercan AVK Company Amercan AVK Company Kennedy M&H Mueller Co. Mueller Co. Mueller Co. Mueller Co. Mueller Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Clow Valve Co. Stockham Valves & Fittings U.S. Pipe and Foundry Co. EJ (East Jordan Iron Works) Matco-Norca DR14 DR14 DR18 DR 14 DR 18 DR 14 DR 18 DR14 Fusible PVC DRIB DR14 DR14 Mechanical Joint Finings Mechanical Joint Fitting Mechanical Joint Finings, SSB Glass 350 Mechanical Joint Fittings, SSB Class 351 Class 350 C-153 MJ Fittings Uni-Flange Series 1400 Uni-Flange Series 1500 Circle -Lock One Bolt Restrained Joint Fitting Megalug Series 1100 (for DI Pipe) Megalug Series 2000 (for PVC Pipe) Sigma One-Lok SLC4 - SLCIO Sigma One-Lok SLCS4 - SLCS12 Sigma One-Lok SLCE Sigma One-Lok SLDE Bulldog System ( Diamond Lok 21 & JM Mechanical Joint Fittings PVC Stargrip Series 4000 DIP Stargrip Series 3000 EZ Grip Joint Restraint (EZD) Black For DIP EZ Gnp Joint Restraint (EZD) Red for C900 DR14 PVC Pipe r r, tom ,viiii ..eaoaiiii lr ow7 nee Its ..,aV Series 2500 Drawing # 94-20247 Series 2530 and Serves 2536 Serves 2520 & 2524 (SD 94-20255) Series 2516 (SD 94-20247) Series 2500 (Ductile Iron) 42" and 48" AFC 2500 American AVK Resilient Seeded GV Series A2361 (SD 6647) Series A2360 for 18"-24" (SD 6709) Mueller 30" & 36", C-515 Mueller 42" & 48", C-515 16" RS GV (SD D-20995) Clow RW Valve (SD D-21652) Clow 30" & 36" C-515 Clow Valve Model 2638 Metrosea1250, regwrements SPL #74 EJ FlowMaster Gate Valve & Boxes 225 MR ASTM D1784 AWWA C900 AWWA C900 AWWA C900 AWWA C900 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 AWWA C900 AWWA C900 AWWA C900 AWWA C900 AWWA C153 & C110 AWWAC 110 AWWAC 153,C 110,C 111 AWWAC 153,C 110,C 112 AWWA C153 AWWA Cl l l/C153 AWWA Cl l l/C153 AWWA Cl l l/Cl l6/C153 AWWA Cl l l/Cl l6/C153 AWWA Cl l l/Cl l6/C153 AWWA Cl l l/C153 AWWA Cl l l/C153 AWWA Cl l l/C153 AWWA C153 ASTM F-1624 AWWA C153 ASTM A536 AWWA Cl l l ASTM A536 AWWA Cl l l ASTM A536 AWWA C111 ASTM A536 AWWA Cl l l ASTM A536 AWWA Cl l l AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C509 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C509 AWWA C515 AWWA C515 AWWA C515 AWWA C515 AWWA C 509, ANSI 420 - stem, AWWA/ANSI C115/An21.15 4"-12" 4"-12" 16"-24" 4"-12" 16" - 24" 4"-12" 4" to 36" 4" to 24" 4" to 12" 4" to 42" 4" to 24" 4"to10" 4" to 12" 12" to 24" 4" - 24" 4" to 12" 4" to 24" 3"-48" 16" 30" and 36" 20" and 24" 16" 4" to 12" 42" and 48" 4" to 12" 20" and smaller 4" - 12" 4" - 12" 4" - 12" 16" 24" and smaller 30" and 36" 42" and 48" 4" - 12" 16" 24" and smaller 30" and 36" (Note 3) 24" to 48" (Note 3) 3" to 16" 4" to 16" From Original Standard Products List 5 FORT WORTH® CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: 03/07/2023 Note: All water or sewer pipe larger than 15 inch diameter shall be approved for use by the Water Department on a project specific basis. Special bedding may be required for some pipes. Approval Spec No. 'on Manufacturer Model No. National Spec Size Water - Pipes/Valves : Fittmes/Rubber Seated Butterfly Valve 33-12-21 (07/10/141 * E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. * E1-30 Rubber Seated Butterfly Valve Mueller Co. 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. 06/12/03 EI-30 Valmatm American Butterfly Valve Valmanc Valve and Manufacturing Corp. 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) Valmatic American Butterfly Valve. M&H Style 4500 & 1450 AWWA C504 Butterfly Valve AWWA C-504 24" AWWA C-504 24"and smaller AWWA C-504 24" and larger AWWA C-504 Up to 84" diameter AWWA C-504 24" to 48" AWWA C-504 30"-54" Water_ne Encasement 33-11-10 (01/08/131 j 05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD 05/12/05 El-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD 03/07/23 Water - Sampling Station 33 12 50 Water Sampling Station Eclipse Number 88 , 12-inch Depth of Bury As shown in spec. 3312 50 Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller Hydroguard 04/09/21 Automated Flushing System Kupf le Foundry Company 04/09/21 Automated Flushing System Kupf le Foundry Company HG2-A-IN-2-PVC-018-LPLG(Pennanent) Eclipse #9800wc Eclipse #9700 (Portable) * From Original Standard Products List 6 FORT WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/13/2023 Approval Spec No. Classification Manufacturer Model No. Concrete 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design American Concrete Company 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Argos 9/9/2022 03 30 00 Mix Design Big D Concrete 9/9/2022 03 30 00 Mix Design Big D Concrete 9/9/2022 03 30 00 Mix Design Big Town Concrete 9/9/2022 03 30 00 Mix Design Big Town Concrete 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Bumco Texas 9/9/2022 03 30 00 Mix Design Burnco Texas 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Carder Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Charley's Concrete 9/9/2022 03 30 00 Mix Design Chisholm Trail Redi Mix 9/9/2022 03 30 00 Mix Design City Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 01JAF382 1000 psi Concrete Base Material for Trench Repair 40CNF065 4000 psi Concrete for Manholes & Utility Structures 45CAF076 4500 psi Concrete for Hand Placed Paving D10000001737 4500 psi Concrete for Hand Placed Paving D10000001791 4500 psi Concrete for Hand Placed Paving D10000001793 4500 psi Concrete for Hand Placed Paving D10000001103 4500 psi Concrete for Hand Placed Paving D10000002107 4500 psi Concrete for Hand Placed Paving D10000001273 4500 psi Concrete for Hand Placed Paving D10000001617 3600 psi Concrete for Machine Placed Paving D10000008381 4500 psi Concrete for HES Paving D10000009857 50 psi Flowable Fill - CLSM D10000001055 3000 psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter D1000001043S 3000 psi Concrete for Sidewalks, Curbs D1000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps D1000001615 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking D10000001061 3600 psi Concrete for Inlets, Boxes, Encasement, Blocking D10000001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking D10000001083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking D10000001685 4000 psi Concrete for Valve Pads D10000005751 750 Psi Concrete Base for Trench Repair D10000001681 4000 psi Concrete for Headwalls, Retaining Walls, Box Culverts, Valley Gutters 7SKGRT 3000 psi Concrete for Grouting 14500AE 4500 psi Concrete for High Early Strength Paving 452065-1 4500 psi hand placed paving 450065-1 4500 psi hand placed paving 45U500BG 4500 psi Concrete Mix for Hand Placed Paving, Storm Structures 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 55U120AG 4000 psi Concrete Mix for High Early Strength Paving 30U100AG 3000 psi Concrete Mix for Pipe Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 30U101AG 3000 psi Concrete Mix for Flatwork 30U500BG 3000 psi Concrete Mix for Blocking, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Screen Walls 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 08Y450BA 800 psi Concrete Mix for Base for Trench Repair 01Y690BF 100 psi Concrete Mix for Flowable Fill FWCC602021 4500 psi concrete for Hand Placed Paving FWCC552091 3600 psi for Machine Placed Paving FWCC602091 3600 psi for Machine Placed Paving FWCC359101 Flowable Fill - CLSM FWFF237501 Flowable Fill - CLSM FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches, Lighting & Traffic Signal Foundations FWCC502021 3500 psi concrete for Sidewalks, Driveways, Ramps, Curb & Gutter FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 4518 4000 psi Concrete for Headwalls, Wingwalls 5167 3600 psi Concrete Mix for Machine Placed Paving 4609 4500 psi Concrete Mix for Hand Placed Paving, Manholes 6103 4500 psi Concrete Mix for Hand Placed Paving, Manholes 4502 3000 psi Concrete Mix for Sidewalks 3759 3000 psi Concrete Mix for Sidewalks 1502 150 psi Concrete for Flowable Fill-CLSM 1518 150 Psi Concrete for Flowable Fill-CLSM 5642 4000 psi Concrete for Storm Drain Structures 6595 5000 psi Concrete Mix for High Early Strength Paving 6589 4500 psi Concrete Mix for High Early Strength Paving C13020AE 3000 psi Concrete for Driveways, Curb & Gutter 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM National Spec FORT WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/13/2023 Approval Spec No. Classification Manufacturer Model No. National Spec Concrete (Cot tinned) 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 11/16/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 11/14/2022 32 13 13 Mix Design 9/9/2022 33 13 13 Mix Design 9/9/2022 34 13 13 Mix Design 9/9/2022 35 13 13 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 1/18/2023 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design Concrete(Continued) City Concrete Company City Concrete Company City Concrete Company City Concrete Company City Concrete Company City Concrete Company City Concrete Company City Concrete Company City Concrete Company Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix Cow Town Redi Mix GCH Concrete Services GCH Concrete Services GCH Concrete Services Ingram Concrete & Aggregates Ingram Concrete & Aggregates Ingram Concrete & Aggregates Ingram Concrete & Aggregates Ingram Concrete & Aggregates Ingram Concrete & Aggregates Ingram Concrete & Aggregates Ingram Concrete & Aggregates Holcim - SOR, Inc. Holcim - SOR, Inc. Ingram Concrete & Aggregates 30HA25113000 psi Concrete for Rip -Rap 30HA20II 3000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 45NG251I 3600 psi Concrete Mix for Drilled Shafts 50QG25II 3600 psi Slurry Displaced Drilled Shaft 45NA2011 4500 psi Concrete Mix for Hand Placed Paving 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 36JA001J 3600 psi Concrete Mix for Machine Placed Paving 40LA2011 4000 psi Concrete Mix for Storm Drain Structures CLNG25II 3600 psi concrete for Drilled Shaft 250 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9 70 psi Flowable Fill - CLSM 9-S-2 70 psi Flowable Fill - CLSM 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 230-8 750 psi Concrete Base Material for Trench Repair 330-S8 750 psi Concrete Base Material for Trench Repair 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls, Lighting and Traffic Signal Foundations 260-1 3600 psi Concrete Mix for Headwalls 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls, Lighting and Traffic Signal Foundations 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls, Lighting & Traffic Signal Foundations 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 264-N 4500 psi Concrete Mix for Hand Placed Paving 366 4500 psi Concrete Mix for Hand Placed Paving 265 4500 psi Concrete Mix for Hand Placed Paving 365 4500 psi Concrete Mix for Hand Placed Paving 370-NC 4500 psi Concrete for HES Paving 370-1NC 5000 psi Concrete for HES Paving 375-NC 5000 psi Concrete for HES Paving 267 4200 psi Concrete Mix for Manholes and Drainage Structures 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 255-2 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 257 3600 psi Concrete mix for Valley Gutters 357-M 3600 psi Concrete Mix for Machine Placed Paving 257-M 3600 psi Concrete Mix for Machine Placed Paving 260-M 4000 psi Concrete Mix for Machine Placed Paving 360-M 4000 psi Concrete Mix for Machine Placed Paving 255-LP 3000 psi Concrete Mix for Curb & Gutter 355-LP 3000 psi Concrete Mix for Curb & Gutter 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 357 3600 psi Concrete Mix for Valley Gutters 380-NC 4500 psi Concrete for HES Paving GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures GCHVS 4000 psi Concrete for Machine Placed Paving GCH4500 4500 psi Concrete Hand Placed Paving C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 2MWR-1OMQS50N 4500 psi Concrete for Hand Placed Paving 161PS5EM 4500 psi Concrete for Hand Placed Paving C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 1551 3000 psi Concrete Mix for Blocking 5177 3000 psi Concrete Mix for Sidewalks 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving FORT WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/13/2023 Approval Spec No. Classification Manufacturer Model No. National Spec 9/9/2022 03 30 00 Mix Design 9/9/2022 4 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 12/15/2022 3 30 00 Mix Design 9/9/2022 04 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 12/5/2022 4 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 1/24/2023 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 11/2/2022 32 13 13 Mix Design 11/2/2022 32 13 13 Mix Design 11/2/2022 32 13 13 Mix Design 11/15/2022 33 13 13 Mix Design 11/15/2022 34 13 13 Mix Design 11/2/2022 32 13 13 Mix Design 11/2/2022 32 13 13 Mix Design 11/2/2022 32 13 13 Mix Design 11/2/2022 32 13 13 Mix Design 11/2/2022 32 13 13 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 1/24/2023 03 30 00 Mix Design 1/24/2023 03 30 00 Mix Design Concrete(Continued) 1/24/2023 103 30 00 I Mix Design I Rapid Redi Mix I RRM6020A 3600 psi Concrete for Lighting and Traffic Signal Foundations Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Holcim - SOR, Inc. Liquid Stone Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta Martin Marietta NCS Redi Mix NCS Redi Mix NBR Ready Mix NBR Ready Mix Rapid Redi Mix Rapid Redi Mix 1261 3000 psi Concrete Mix for Sidewalks 2125 4500 psi Concrete for HES Paving 1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes 5409 4000 psi Concrete Mix for Sidewalks, Inlets 5507 4500 psi Concrete Mix for Hand Placed Paving 3741 100 psi concrete for flowable f ll/CSLM 5017 200 psi Concrete for Base Material for Trench Repair 9600 3600 psi Concrete for Drill Shafts 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 1822 3600 psi Concrete for Drilled Shafts 1859 4000 psi Concrete for Drilled Shafts *C451DHR-A 4500psi Concrete for HES Paving R2131014 3000 psi Concrete for Sidewalks & Ramps R2132214 3,000 psi Concrete for Sidewalks & Ramps D9490SC 3,000 psi Concrete for Sidewalks & Ramps R2131214 3,000 psi Concrete for Sidewalks & Ramps R2131314 3,000 psi Concrete for Sidewalks & Ramps R2136014 3,000 psi Concrete for Sidewalks & Ramps R2136214 3,000 psi Concrete for Sidewalks & Ramps R2141224 4,000 psi Concrete for Sidewalks & Ramps R2141024 4,000 psi Concrete for Sidewalks & Ramps R2136224 3,600 psi Concrete for Curb Inlets R2141233 3,600 psi Concrete for Storm Structures, Inlets, Blocking & Encasement FLOW25A 50 psi Concrete for Flowable Fill/CLSM R2142233 3,600 psi Concrete for Manholes, Inlets & Headwalls R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads R2146335 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures R2146034 4,500 psi Concrete for Manholes, Inlets & Headwalls, Hand Placed Paving R214123 4,000 psi Concrete for Inlets, Manholes, Headwalls R2141231 4,000 psi Concrete for Inlets, Sidewalks R2161070 6,000 (3,000 @ 24-hrs.) psi Concrete for HES Paving D9492SFC 4,000 psi Concrete for Machine Placed Paving R2146233 4,500 psi Concrete for Hand Placed Paving R2146238 4,500 psi Concrete for Hand Placed Paving, Inlets, Storm Drain Structures R2146336 4,500 psi Concrete for Hand Placed Paving R2146235 4,500 psi Concrete for Hand Placed Paving Q2141N27 4,000 psi Concrete for Machine Placed paving Q2141K30 4,000 psi Concrete for Machine Placed Paving R2146N36 4,500 psi Concrete for Hand Placed Paving R2146K36 4,500 psi Concrete for Hand Placed Paving R2146P36 4,500 psi Concrete for Hand Placed Paving R2146K36 4,500 psi Concrete for Hand Placed Paving R2146N35 4,000 psi Concrete for Inlets, Manholes, Headwalls R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls R2141N24 4,000 psi Concrete for Sidewalks and Ramps R2141K24 4,000 psi Concrete for Sidewalks and Ramps R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets R2146042 4,500 psi Concrete for Hand Placed Paving R2146242 4,500 psi Concrete for Hand Placed Paving R2146236 4,500 psi Concrete for Hand Placed Paving D9493SC 4,500 psi Concrete for Hand Placed Paving R2147241 4,500 psi Concrete for Hand Placed Paving NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks NCS6020AHP 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving TX C-YY 3000 psi Concrete Mix for Curb Inlets TX C-NY 3000 psi Concrete Mix for Curb Inlets RRM6320AHP 4500 psi Concrete for Hand Placed Paving RRM5525A 3600 psi Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps 1 FORT WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/13/2023 Approval Spec No. Classification Manufacturer Model No. National Spec 1/18/2023 03 30 00 Mix Design 1/18/2023 03 30 00 Mix Design 1/18/2023 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/29/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/29/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 11/2/2022 03 30 00 Mix Design 12/5/2022 03 30 00 Mix Design 12/5/2022 03 30 00 Mix Design 12/5/2022 03 30 00 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 10/10/2022 03 30 00 Mix Design 10/10/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 2/10/2023 03 30 00 Mix Design 1/13/2023 32 13 13 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 34 13 Mix Design 9/9/2022 03 30 00 Mix Design 10/10/2022 03 30 00 Mix Design 10/10/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design 9/9/2022 03 30 00 Mix Design Concrete(Continued) 9/9/2022 103 30 00 'Mix Design Rapid Redi Mix Rapid Redi Mix Rapid Redi Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix Redi-Mix SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete SRM Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Tarrant Concrete Titan Ready Mix Tarrant Concrete 1 Tarrant Concrete RRM6020ASS 4000 psi Concrete for Strom Drain Structures RRM5320A 3000 psi Concrete for Blocking RRM5020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps DCA2E554 3000 psi Concrete Mix for Rip Rap V0J11524 3000 psi Concrete Mix for Curb & Gutter FOC10021 215 psi Flowable Fill - CLSM 10J11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 10J11504 3000 psi Concrete Mix for Sidewalks 10L11504 3,600 psi Concrete Mix for Sidewalks, Curb & Gutter 10L11524 3600 psi Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 10L21524 4000 psi Concrete Mix for Manholes 15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures 10L115E4 3600 psi Concrete Mix for Bridge substructures DCC2G5E2 3600 psi Concrete Mix for Drilled Shafts DCU1G5E2 3600 psi Underwater Drilled Shafts 156115D4 4000 psi Bridge Slabs F35238VN 100 psi Flowable Fill - CLSM FOD138VM 100 psi Flowable Fill - CLSM 10.111554 3000 psi Concrete Mix for Rip -Rap P0G138K9 1000 psi Concrete Mix for Trench Repair Base Material 10K11524 3600 psi Concrete Mix for Encasement 10N11507 4500 psi (2600 psi @ 24 hrs.) Concrete Mix for HES Paving 10N11504 5000 psi (3600 psi @ 2 days) Concrete Mix for HES Paving 50K11524 3600 psi Concrete Mix for Machine Placed Paving 10M115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 10M11524 4500 psi Concrete Mix for Hand Placed Paving 10M11504 4500 psi Concrete Mix for Hand Placed Paving 145CD5P4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 145P25P4 4500 psi Concrete for Storm Drain Structures 10K115C4 3500 psi Concrete for Thrust Blocks, Valve Pads 156115C4 4000 psi Concrete for CIP Storm Drain Structures 10L115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 40050 4,000 psi Concrete for Headwalls, Retaining Wall 35023 3,600 psi Concrete for Machine Placed Paving 40068 3,600 psi Concrete for Machine Placed Paving 45000 4,500 psi Concrete for Hand Placed Paving 45300 4,500 psi Concrete for Hand Placed Paving 40326 4,500 (3,00 @ 3-days) psi Concrete for HES Paving 35000 3600 psi Concrete for Sewer Manholes 35300 3600 psi Concrete for Swere Manholes 35022 3,600 psi Concrete for Junction Box 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 50310 5,000 psi Concrete for HES Paving 45023 4,500 psi Concrete for Hand Placed Paving FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving FW60AHP 4500 psi Concrete Mix for Hand Placed Paving TCFW6020AHP 4500 psi Concrete Mix for Hand Placed Paving FW7520AMR 4500 (3000 psi @ 3-days) psi Concrete HES Paving FW6520AMR 4500 (3000 psi @ 3-days) psi HES Paving FW5520AMP 3600 psi Concrete for Machine Placed Paving FW5320A 3000 psi Concrete Mix for Blocking FWFF150CLSM 50-150 psi Flowable Fill - CLSM FWFF275 50-150 psi Flowable Fill - CLSM FW6020A2 4000 psi Concrete Mix for Storm Drain Structures TCFW6025A2 4000 psi Concrete for Manholes TCFW5020A 3000 psi Concrete for Sidewalks FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 3020AE 3000 psi Concrete for Sidewalks CP5020A 3000 psi Concrete Mix for Curb and Gutter FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 1 FORT WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/13/2023 Approval Spec No. Classification M anulacturer Model No. National Spec 9/9/2022 03 30 00 Mix Design Titan Ready Mix 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 9/9/2022 03 30 00 Mix Design True Grit Redi Mix 9/9/2022 03 30 00 Mix Design Wise Redi Mix Asphalt Paving 9/9/2022 32 12 16 Mix Design Austin Asphalt 9/9/2022 32 12 16 Mix Design Austin Asphalt 9/9/2022 32 12 16 Mix Design Austin Asphalt 9/9/2022 32 12 16 Mix Design Austin Asphalt 9/9/2022 32 12 16 Mix Design Austin Asphalt 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 9/9/2022 32 12 16 Mix Design Sunmount Paving 11/26/2022 32 12 16 Mix Design Sunmount Paving 12/5/2022 33 12 16 Mix Design Sunmount Paving 9/9/2022 32 12 16 Mix Design Sunmount Paving 9/9/2022 32 12 16 Mix Design TXBIT 9/9/2022 32 12 16 Mix Design TXBIT 9/9/2022 32 12 16 Mix Design TXBIT 9/9/2022 32 12 16 Mix Design TXBIT 9/9/2022 32 12 16 Mix Design TXBIT 9/9/2022 32 12 16 Mix Design TXBIT 9/9/2022 32 12 16 Mix Design TXBIT 9/9/2022 32 12 16 Mix Design TXBIT Detectable Warning Surface 9/9/2022 32 13 20 DWS - Pavers 9/9/2022 32 13 20 DWS - Pavers 9/9/2022 32 13 20 DWS - Composite 9/9/2022 32 13 20 DWS - Composite Pine Hall Brick (Winston Salem, NC) Western Brick Co. (Houston, TX) Engineered Plastics, Inc. (Williamsville, NY) ADA Solutions (Wilmington, MA) Silicone Joint Sealant 9/9/2022 32 13 73 Joint Sealant Dow 9/9/2022 32 13 73 Joint Sealant Tremco 9/9/2022 32 13 73 Joint Sealant Pecora 9/9/2022 32 13 73 Joint Sealant Crafco Utility Trench Embedment Sand 9/9/2022 33 05 10 Embedment Sand 9/9/2022 33 05 10 Embedment Sand 9/9/2022 33 05 10 Embedment Sand 9/9/2022 33 05 10 Embedment Sand 9/9/2022 33 05 10 Embedment Sand Silver Creek Materials Crouch Materials F and L Dirt Movers F and L Dirt Movers Tin Top Martin Marietta TRC4520 4500 psi Concrete for Hand Placed Paving 0250.230 3000 psi Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks, ADA Ramps 270.230 5000 psi Concrete for Hand Placed Paving 0250.2301 3000 psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 0260.2301 4500 psi Concrete Mix for Hand Placed Paving 0265.2301 4500 psi Concrete Mix for Valley Gutters, Hand Placed Paving 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations FT5D137965 PG64-22 Type D Fine Surface DA5D135965 PG64-22 Type D Fine Surface FT5B117965 PG64-22 Type B Fine Base FT1B139965 PG64-22 Type B Fine Base FT1B117.2 PG64-22 Type B Fine Base 1901D PG64-22 Type D Fine Surface 1112B PG64-22 Type B Fine Base 1612B PG64-22 Type B Fine Base 341DV6422 PG64-22 Type D Fine Surface 340DV6422 PG64-22 Type D Fine Surface 3076BV6422 PG62-22 Type B Fine Base 341-BRAP6422ERG PG64-22 Type B Fine Base 37-211305-20 PG64-22 Type B Fine Base 44-211305-17 PG64-22 Type B Fine Base 211305 (1757) PG64-22 Type B Fine Base 222475 (1857) PG64-22 Type D Fine Surface 29-222475-19 PG64-22 Type D Fine Surface 1-222475-20 PG64-22 Type D Fine Surface 64-224125-18 PG70-22 Type D Fine Surface 12-222475-19 PG64-22 Type D Fine Surface Tactile Pavers Detectable Warning Pavers Armor Tile Heritage Brick CIP Composite Paver 890SL - Cold Applied, Single Component, Silicone Joint Sealant 900SL - Cold Applied, Single Component, Silicone Joint Sealant 300SL - Cold Applied, Single Component, Silicone Joint Sealant RoadSaver Silicone - Cold Applied, Single Component, Silicone Joint Sealant Utility Embedment Sand Utility Embedment Sand Utility Embedment Sand Utility Embedment Sand Utility Embedment Sand ASTM D5893 ASTM D5893 ASTM D5893 ASTM D5893 ASTM C33 ASTM C33 ASTM C33 ASTM C33 ASTM C33 FORT WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/13/2023 Approval Spec No. Classification 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 Manufacturer Frame, Cover and Grade Rinds - Cast Iron** for Stormwater Structures 33 05 13 Manhole Frames and Covers 33 05 13 Manhole Frames and Covers 33 05 13 Manhole Frames and Covers 33 05 13 Manhole Frames and Covers 33 05 13 Manhole Frames and Covers 33 05 13 Manhole Frames and Covers 33 05 13 Manhole Frames and Covers 33 05 13 Manhole Cover 33 05 13 Manhole Frames and Covers 33 05 13 Manhole Frame 33 05 13 Manhole Frames and Covers 33 05 13 Manhole Frames and Covers 33 05 13 Manhole Frames and Covers 33 05 13 Manhole Frames and Covers Neena Foundry Neena Foundry SIP Industries EJCO Neena Foundry Neena Foundry AccuCast (Govind Steel Company, Ltd.) Neena Foundry Neena Foundry Neena Foundry Neena Foundry SIP Industries SIP Industries EJCO Model No. 32" Diameter Liftmate Water Manhole Gasketed Frame and Cover w/Longhorn Logo, Model No. NF-1743LT66 32" Diameter Liftmate Sanitary Sewer Manhole Frame and Cover w/Longhom Logo, Model No. NF-1743LT69 32" Diameter Fort Worth Sanitary Sewer Manhole Frame and Cover, Item No. NF-2280 Ergo XL Assembly 32" Diameter Sanitary Sewer Manhole Frame and Cover, Model No. 00148021L010 32" Diameter Liftmate Storm Sewer Junction Box and Manhole Frame and Cover w/Longhorn Logo, Model No. NF-1743LTXX 24" Diameter Liftmate Storm Sewer Inlet Manhole Frame and Cover w/Longhom Logo, Model No. NF-1650LT61 24" Diameter MHRC #220605** 32" Diameter NF-1274-T91 32" Diameter NF-1743-LM (Hinged) 32.25" Diameter NF-1930-30 32" Diameter NF-1743-HV 24" Diameter 2279ST** 32" Diameter 2280ST 32.25" Diameter EJ1033 X2/A **Note: All new development and new installation manhole lids sha'1 meet the minimum 30" opening requirement as specified in Cry Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 Reinforced Concrete Storm Drain Pipe/Culverts 33 41 10 33 41 10 33 49 10 33 49 10 33 41 10 Precast Box Culverts Concrete Pipe Wyes and Bends Precast Box Culverts Concrete Pipe Concrete Pipe Polypropylene Storm Drain Pipe 9/9/2022 133 41 13 I Polypropylene Pipe 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 9/9/2022 Storm Drain Manholes and Junction Boxes 33 49 10 Stacked Manhole 33 49 10 Junction Box 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 33 49 10 Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Manhole Manhole Connector Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Junction Box Forterra Forterra Rinker Materials Rinker Materials Forterra Advanced Drainage Systems, Inc. Oldcastle Oldcastle Oldcastle Oldcastle Oldcastle Oldcastle Oldcastle Cowtown Redi Mix Rinker Materials Trelleborg Engineered Systems Forterra Forterra Forterra Forterra Forterra Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Precast Box Culverts RCP Wye and Bends Rinker Materials Reinforced Concrete Box Culvert ASTM C789, C850 Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe ASTM C76, C655 Reinforced Concrete Pipe - Tongue and Groove +D48 HP Polypropylene Storm Drain Pipe Precast 4' x 4' Stacked Manhole Precast 5' x 8' Storm Junction Box Precast 4' x 4' Storm Junction Box Precast 5' x 5' Storm Junction Box Precast 6' x 6' Storm Junction Box Precast 8' x 8' Storm Junction Box Base Precast 5' x 8' Storm Junction Box Base No. 260-2 6 Sack 3600 psi Concrete for Concrete Collars Rinker Materials Reinforced 48" Diameter Spread Footing Manhole Kor-N-Seal 106/406 Series Pipe to Manhole Connector 4' x 4' FRT-4x4-409-PRECAST-BASE 5' x 5' FRT-5x5-409-PRECAST-TOP 5' x 5' FRT-5x5-409-PRECAST-BASE 6' x 6' FRT-6x6-409-PRECAST-TOP 6' x 6' FRT-6x6-409-PRECAST-BASE 4 'x 4' TPG-4x4-409-PRECAST TOP 4'x 4' TPG-4x4-409-PRECAST BASE 4 'x 4' TPG-4x4-412-PRECAST 4-FT RISER 5 'x 5' TPG-5x5-410-PRECAST TOP 5 'x 5' TPG-5x5-410-PRECAST BASE 5 'x 5' TPG-5x5-412-PRECAST 5-FT RISER 6 'x 6' TPG-6x6-411-PRECAST TOP 6'x 6' TPG-6x6-411-PRECAST BASE 6 'x 6' TPG-6x6-412-PRECAST 6-FT RISER 7 'x 7' TPG-7x7-411-PRECAST TOP 7 'x 7' TPG-7x7-411-PRECAST BASE 7 'x 7' TPG-7x7-412-PRECAST 4-FT RISER 8 'x 8' TPG-8x8-411-PRECAST TOP 8'x 8' TPG-8x8-411-PRECAST BASE 8 'x 8' TPG-8x8-412-PRECAST 5-FT RISER National Spec ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM A48 AASHTO M306 ASTM C789, C850 ASTM C76, C655 ASTM C478 ASTM C478 ASTM C478 ASTM C478 ASTM C478 ASTM C478 ASTM C478 ACI 318-14 ASTM C433 ASTM C923 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 FORT WORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 02/13/2023 Approval Spec No. Classification Manufacturer Model No. National Spec Storm Drain Curb and Drop Inlets 9/9/2022 33 49 20 Curb Inlets 9/9/2022 33 49 20 Curb Inlets 9/9/2022 33 49 20 Curb Inlets 9/9/2022 33 49 20 Curb Inlets 9/9/2022 33 49 20 Junction Box 9/9/2022 33 49 20 Curb Inlet 9/9/2022 33 49 20 Curb Inlet 9/9/2022 33 49 20 Curb Inlet 9/9/2022 33 49 20 Drop Inlet 9/9/2022 33 49 20 Drop Inlet 9/9/2022 33 49 20 Drop Inlet Forterra Forterra Forterra Forterra Forterra Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group Thompson Pipe Group 10' x 3' FRT-10x3-405-PRECAST 10' x 3' FRT-10x3-406-PRECAST 10' x 4.5' FRT-10x4-407-PRECAST 10' x 4.5' FRT-10x4-420-PRECAST 4' x 4' FRT-4x4-409-PRECAST-TOP 10' x 3' TPG-10x3-405-PRECAST INLET 15' x 3' TPG-15x3-405-PRECAST INLET 20' x 3' TPG-20X3-405-PRECAST INLET 4' x 4' TPG-4X4-408-PRECAST INLET 5' x 5' TPG-5X5-408-PRECAST INLET 6' x 6' TPG-6X6-408-PRECAST INLET ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C913 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615 ASTM C615