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Contract 57194-PM1
PROJECT MANUAL FOR THE CONSTRUCTION OF WATER, SEWER, AND DRAINAGE IMPROVEMENTS FOR HATFIELD ELEMENTARY SCHOOL IPRC Record No. 21-0131 City Project No. 103757 FID No. 30114-0200431-103757-E07685 File No. SD-0669 X File No. X-27121 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department William Johnson Director, Transportation and Public Works Department Prepared for The City of Fort Worth 2022 CSC No. 57194-PM1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103757 Revised March 20, 2020 SECTION 00 00 10 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions Last Revised 00 11 13 Invitation to Bidders 03/20/2020 00 21 13 Instructions to Bidders 03/20/2020 00 41 00 Bid Form 04/02/2014 00 42 43 Proposal Form Unit Price 05/22/2019 00 43 13 Bid Bond 04/02/2014 00 45 11 Bidders Prequalification’s 04/02/2014 00 45 12 Prequalification Statement 09/01/2015 00 45 13 Bidder Prequalification Application 03/09/2020 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 00 45 40 Minority Business Enterprise Goal 08/21/2018 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 00 72 00 General Conditions 11/15/2017 00 73 00 Supplementary Conditions 07/01/2011 00 73 10 Standard City Conditions of the Construction Contract for Developer Awarded Projects 01/10/2013 Division 01 - General Requirements Last Revised 01 11 00 Summary of Work 12/20/2012 01 25 00 Substitution Procedures 08/30/2013 01 31 19 Preconstruction Meeting 08/30/2013 01 31 20 Project Meetings 07/01/2011 01 32 33 Preconstruction Video 08/30/2013 01 33 00 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 45 23 Testing and Inspection Services 03/20/2020 01 50 00 Temporary Facilities and Controls 07/01/2011 01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 57 13 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 71 23 Construction Staking 04/07/2014 01 74 23 Cleaning 04/07/2014 01 77 19 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 78 39 Project Record Documents 04/07/2014 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103757 Revised March 20, 2020 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project’s Contract Documents None Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City’s website at: http://fortworthtexas.gov/tpw/contractors/ or https://apps.fortworthtexas.gov/ProjectResources/ Division 02 - Existing Conditions Last Revised 02 41 13 Selective Site Demolition 12/20/2012 02 41 14 Utility Removal/Abandonment 12/20/2012 02 41 15 Paving Removal 02/02/2016 Division 03 - Concrete 03 30 00 Cast-In-Place Concrete 12/20/2012 03 34 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34 16 Concrete Base Material for Trench Repair 12/20/2012 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Common Work Results for Electrical 11/22/2013 26 05 10 Demolition for Electrical Systems 12/20/2012 26 05 33 Raceways and Boxes for Electrical Systems 12/20/2012 26 05 43 Underground Ducts and Raceways for Electrical Systems 07/01/2011 26 05 50 Communications Multi-Duct Conduit 02/26/2016 Division 31 - Earthwork 31 10 00 Site Clearing 12/20/2012 31 23 16 Unclassified Excavation 01/28/2013 31 23 23 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 31 36 00 Gabions 12/20/2012 31 37 00 Riprap 12/20/2012 Division 32 - Exterior Improvements 32 01 17 Permanent Asphalt Paving Repair 12/20/2012 32 01 18 Temporary Asphalt Paving Repair 12/20/2012 32 01 29 Concrete Paving Repair 12/20/2012 32 11 23 Flexible Base Courses 12/20/2012 32 11 29 Lime Treated Base Courses 12/20/2012 32 11 33 Cement Treated Base Courses 12/20/2012 32 11 37 Liquid Treated Soil Stabilizer 08/21/2015 32 12 16 Asphalt Paving 12/20/2012 32 12 73 Asphalt Paving Crack Sealants 12/20/2012 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103757 Revised March 20, 2020 32 13 13 Concrete Paving 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 32 13 73 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Brick Unit Paving 12/20/2012 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 17 23 Pavement Markings 11/22/2013 32 17 25 Curb Address Painting 11/04/2013 32 31 13 Chain Fences and Gates 12/20/2012 32 31 26 Wire Fences and Gates 12/20/2012 32 31 29 Wood Fences and Gates 12/20/2012 32 32 13 Cast-in-Place Concrete Retaining Walls 06/05/2018 32 91 19 Topsoil Placement and Finishing of Parkways 12/20/2012 32 92 13 Hydro-Mulching, Seeding, and Sodding 12/20/2012 32 93 43 Trees and Shrubs 12/20/2012 Division 33 - Utilities 33 01 30 Sewer and Manhole Testing 12/20/2012 33 01 31 Closed Circuit Television (CCTV) Inspection 03/03/2016 33 03 10 Bypass Pumping of Existing Sewer Systems 12/20/2012 33 04 10 Joint Bonding and Electrical Isolation 12/20/2012 33 04 11 Corrosion Control Test Stations 12/20/2012 33 04 12 Magnesium Anode Cathodic Protection System 12/20/2012 33 04 30 Temporary Water Services 07/01/2011 33 04 40 Cleaning and Acceptance Testing of Water Mains 02/06/2013 33 04 50 Cleaning of Sewer Mains 12/20/2012 33 05 10 Utility Trench Excavation, Embedment, and Backfill 12/12/2016 33 05 12 Water Line Lowering 12/20/2012 33 05 13 Frame, Cover and Grade Rings – Cast Iron 01/22/2016 33 05 13.10 Frame, Cover and Grade Rings – Composite 01/22/2016 33 05 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to Grade 12/20/2012 33 05 16 Concrete Water Vaults 12/20/2012 33 05 17 Concrete Collars 12/20/2012 33 05 20 Auger Boring 12/20/2012 33 05 21 Tunnel Liner Plate 12/20/2012 33 05 22 Steel Casing Pipe 12/20/2012 33 05 23 Hand Tunneling 12/20/2012 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 06/19/2013 33 05 26 Utility Markers/Locators 12/20/2012 33 05 30 Location of Existing Utilities 12/20/2012 33 11 05 Bolts, Nuts, and Gaskets 12/20/2012 33 11 10 Ductile Iron Pipe 12/20/2012 33 11 11 Ductile Iron Fittings 12/20/2012 33 11 12 Polyvinyl Chloride (PVC) Pressure Pipe 11/16/2018 33 11 13 Concrete Pressure Pipe, Bar-Wrapped, Steel Cylinder Type 12/20/2012 33 11 14 Buried Steel Pipe and Fittings 12/20/2012 33 12 10 Water Services 1-inch to 2-inch 02/14/2017 33 12 11 Large Water Meters 12/20/2012 33 12 20 Resilient Seated Gate Valve 12/20/2012 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103757 Revised March 20, 2020 33 12 21 AWWA Rubber-Seated Butterfly Valves 12/20/2012 33 12 25 Connection to Existing Water Mains 02/06/2013 33 12 30 Combination Air Valve Assemblies for Potable Water Systems 12/20/2012 33 12 40 Fire Hydrants 01/03/2014 33 12 50 Water Sample Stations 12/20/2012 33 12 60 Standard Blow-off Valve Assembly 06/19/2013 33 31 12 Cured in Place Pipe (CIPP) 12/20/2012 33 31 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 12/20/2012 33 31 15 High Density Polyethylene (HDPE) Pipe for Sanitary Sewer 12/20/2012 33 31 20 Polyvinyl Chloride (PVC) Gravity Sanitary Sewer Pipe 06/19/2013 33 31 21 Polyvinyl Chloride (PVC) Closed Profile Gravity Sanitary Sewer Pipe 12/20/2012 33 31 22 Sanitary Sewer Slip Lining 12/20/2012 33 31 23 Sanitary Sewer Pipe Enlargement 12/20/2012 33 31 50 Sanitary Sewer Service Connections and Service Line 04/26/2013 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 12/20/2012 33 39 10 Cast-in-Place Concrete Manholes 12/20/2012 33 39 20 Precast Concrete Manholes 12/20/2012 33 39 30 Fiberglass Manholes 12/20/2012 33 39 40 Wastewater Access Chamber (WAC) 12/20/2012 33 39 60 Epoxy Liners for Sanitary Sewer Structures 12/20/2012 33 41 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 33 41 11 High Density Polyethylene (HDPE) Pipe for Storm Drain 12/20/2012 33 41 12 Reinforced Polyethlene (SRPE) Pipe 11/13/2015 33 46 00 Subdrainage 12/20/2012 33 46 01 Slotted Storm Drains 07/01/2011 33 46 02 Trench Drains 07/01/2011 33 49 10 Cast-in-Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 33 49 40 Storm Drainage Headwalls and Wingwalls 07/01/2011 Division 34 - Transportation 34 41 10 Traffic Signals 10/12/2015 34 41 10.01 Attachment A – Controller Cabinet 12/18/2015 34 41 10.02 Attachment B – Controller Specification 02/2012 34 41 10.03 Attachment C – Software Specification 01/2012 34 41 11 Temporary Traffic Signals 11/22/2013 34 41 13 Removing Traffic Signals 12/20/2012 34 41 15 Rectangular Rapid Flashing Beacon 11/22/2013 34 41 16 Pedestrian Hybrid Signal 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 34 41 20.02 Freeway LED Roadway Luminaires 06/15/2015 34 41 20.03 Residential LED Roadway Luminaires 06/15/2015 34 41 30 Aluminum Signs 11/12/2013 34 41 50 Single-Mode Fiber Optic Cable 02/26/2016 34 71 13 Traffic Control 11/22/2013 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 5 of 5 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103757 Revised March 20, 2020 Appendix GC-4.01 Availability of Lands GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-4.06 Hazardous Environmental Condition at Site GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-6.09 Permits and Utilities GC-6.24 Nondiscrimination GR-01 60 00 Product Requirements END OF SECTION 00 42 43 DAP - BID PROPOSAL Page 1 of 3 1 0241.1218 4"-12" Water Abandonment Plug 02 41 14 EA 1 2 3311.0001 Ductile Iron Water Fittings w/Restraint 33 11 11 TON 0.7 3 0241.1118 4"-12" Pressure Plug 02 41 14 EA 2 4 3305.0109 Trench Safety 33 05 10 LF 33 5 3311.0061 4" PVC Water Pipe 33 11 12 LF 16 6 3311.0141 8" PVC Water Pipe 33 11 12 LF 17 7 3312.0117 Connection to Existing 4"-12" Water Main 33 12 25 EA 1 8 3312.2203 2" Water Service 33 12 10 EA 2 9 3312.2802 4" Water Meter and Vault 33 12 11 EA 1 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 Bidder's Application Specification Section No. Unit of Measure Unit Price Bid Value TOTAL UNIT I: WATER IMPROVEMENTS Bid Quantity Bidlist Item No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Project Item Information UNIT PRICE BID UNIT I: WATER IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP-REVISED.xls $2,700.00 $2,400.00 $2,700.00 $1,000.00 $20.00 $72.00 $92.00 $1,450.00 $2,350.00 $19,000.00 $34,906.00 $1,680.00 $2,000.00 $660.00 $1,152.00 $1,564.00 $1,450.00 $4,700.00 $19,000.00 00 42 43 DAP - BID PROPOSAL Page 2 of 3 Bidder's Application Specification Section No. Unit of Measure Unit Price Bid Value Bid Quantity Bidlist Item No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Project Item Information UNIT PRICE BID 1 0241.2001 Sanitary Sewer Line Grouting 02 41 14 CY 3 2 0241.2201 Remove 4' Sewer Manhole 02 41 14 EA 2 3 3301.0002 Post-CCTV Inspection 33 01 31 LF 256 4 3301.0101 Manhole Vacuum Testing 33 01 30 EA 3 5 3305.0109 Trench Safety 33 05 10 LF 256 6 3305.0112 Concrete Collar 33 05 17 EA 4 7 3331.4115 8" Sewer Pipe 33 31 12 LF 256 33 39 10 33 39 20 33 39 10 33 39 20 10 3305.0107 Manhole Adjustment, Minor 33 05 14 EA 1 11 9999.0001 Connect to Existing Sewer Line 00 00 00 EA 2 12 9999.0002 Connect to Existing Manhole 00 00 00 EA 1 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 8 9 EA 3 3339.1003 4' Extra Depth Manhole VF 19.1 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS 3339.1001 4' Manhole CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP-REVISED.xls $2,600.00 $1,450.00 $2.00 $250.00 $3.00 $1,350.00 $57.00 $3,900.00 $375.00 $2,300.00 $2,400.00 $7,800.00 $2,900.00 $512.00 $750.00 $768.00 $7,162.50 $2,300.00 $2,400.00 $1,050.00 $57,334.50 $11,700.00 $5,400.00 $14,592.00 $525.00 00 42 43 DAP - BID PROPOSAL Page 3 of 3 Bidder's Application Specification Section No. Unit of Measure Unit Price Bid Value Bid Quantity Bidlist Item No. SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM Bidder's Proposal Description Project Item Information UNIT PRICE BID 1 0241.4401 Remove Headwall/SET 02 41 14 EA 1 2 3110.0101 Site Clearing 31 10 00 LS 1 3 3110.0102 6"-12" Tree Removal 31 10 00 EA 17 4 3110.0103 12"-18" Tree Removal 31 10 00 EA 9 5 3110.0105 24" and Larger Tree Removal 31 10 00 EA 2 6 3125.0101 SWPPP ≥ 1 acre 31 25 00 LS 1 7 3305.0109 Trench Safety 33 05 10 LF 201 8 3341.0103 18" RCP, Class III 33 41 10 LF 70 9 3341.0309 36" RCP, Class III 33 41 10 LF 18 10 3341.0402 42" RCP, Class III 33 41 10 LF 113 11 3341.0409 48" RCP, Class III 33 41 10 LF 1107 12 3349.0002 5' Storm Junction Box 33 49 10 EA 2 13 3349.0003 6' Storm Junction Box 33 49 10 EA 2 14 3137.0104 Medium Stone Riprap, dry 31 37 00 SY 98 15 3292.0201 Utility Service Surface Restoration Seeding 32 92 13 SY 2165 16 3349.1011 48" Flared Headwall, 1 pipe 33 49 40 EA 1 17 9999.0001 Connect to Existing Pipe 00 00 00 EA 1 18 9999.0002 Site Grading 00 00 00 LS 1 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 TOTAL UNIT III: DRAINAGE IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP-REVISED.xls $1,100.00 $5,450.00 $460.00 $960.00 $3,400.00 $9,700.00 $5.00 $57.00 $117.00 $175.00 $184.00 $6,000.00 $6,600.00 $62.50 $8.00 $5,100.00 $3,500.00 $30,440.50 $357,759.50 $1,100.00 $30,440.50 $17,320.00 $5,100.00 $3,500.00 $12,000.00 $13,000.00 $203,688.00 $2,106.00 $19,775.00 $6,125.00 $3,990.00 $9,700.00 $1,005.00 $8,640.00 $6,800.00 $7,820.00 $5,450.00 00 42 43 DAP - BID PROPOSAL Page 1 of 1 This Bid is submitted by the entity named below: BIDDER:BY: TITLE: DATE: 30 END OF SECTION UNIT II: SANITARY SEWER IMPROVEMENTS UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS UNIT V: STREET LIGHTING IMPROVEMENTS CONTRACT commences to run as provided in the General Conditions. Total Construction Bid UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS Contractor agrees to complete WORK for FINAL ACCEPTANCE within working days after the date when the Bid Summary UNIT I: WATER IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP_SUMMARY.xls $34,906.00 $57,334.50 $357,759.50 $450,000.00 Wildstone Construction LLC President01/25/2022 John Kolb 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 "Major Work Tvpe" box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for pavin�• Major Work Type Contractor/Subcontractor Company Name Prequalification Ex iration Date Wastewater Redevelopment Open Cut (12" and under); Water Wildstone Construction LLC 04/30/2022 New Development (12" and under) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the wark types listed. BIDDER: Wildstoiie Construction, LLC BY: John 12850 Highway 287 Fort Worth, Texas 76052 TITLE: Pre DATE: 02i END OF SECTION Signature) CITY OF FORT WORTH STANDARD CONSTRUCiION PREQUALIFICATION STATEMENT— DEVELOPERAWARDED PROJECTS 00 45 12_Prequalification Statement 2015_DAP Form Version September 1, 2015 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 SECTION 00 45 26 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it provides worker's compensation insurance coverage for all of its employees employed on City Project No. 103757. Contractor further certifies that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. .��]► II�1 7� I�TT�7� Wildstone Construction, LLC By: John Kolb Company 12850 Hi hwa 287 Signa Address Fort Worth, Texas 76052 Title: City/State/Zip THE STATE OF TEXAS § COUNTY OFTARRANT § BEFORE ME, the undersigned authority, on this day personally appeared �o�-1,�c � t�6 , known to me to be the person whose name is subscribed to the foregoin instrument, and acknowledged to me that he/she executed the same as the act and deed of �(L-� I(J�rvj for the purposes and consideration therein expressed and in the capacity therein stated. GIV N UNDER MY HAND AND SEAL OF OFFICE this 2��� day of F&Itu�t � , 2o zz ti�� �o� April D Seleska ��S otary P blic in and for the State of Texas �;` � MY �o�nmission ExP *: v, 05�091'2022 `�''��t`� ID �Jo 129413932 � o� END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Apri12, 2014 Hatfield Elementary School CPN 103757 (Please Print) 00 52 43 - 1 Developer Awazded Project Agreement Page 1 of4 1 2 SECTION 00 52 43 AGREEMENT 3 4 THIS AGREEMENT, authorized on OZ Z3 �2Z is made by and between the Developer, 5 Northwest Independent School District, authorized to do business in Texas ("Developer") , and 6 Wildstone Construction LLC, authorized to do business in Texas, acting by and through its duly 7 authorized representative, ("Contractor"). 8 Developer and Conn•actor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 12 13 14 15 16 17 Contractor shall complete all Work as specified or indicated in the Contract Documents for the Project identified herein. Article 2. PROJECT The project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Water, Sewer, and Draina�e Improvements for Hatfield Elementa , School 18 Article 3. CONTRACT TIME 19 20 21 3.1 Time is of the essence. All time limits for Milestones, if any, and Final Acceptance as stated in the Contract Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within 30 calendar days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 28 29 30 31 32 33 34 35 36 37 Contractor recognizes that time is of the essence of this Agreement and that Developer will suffer financial loss if the Work is not completed within the times specified in Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of the Standard City Conditions of the Construction Contract for Developer Awarded Projects. The Contractor also recognizes the delays, expense and difficulties involved in proving in a legal proceeding the actual loss suffered by the Developer if the Work is not completed on time. Accordingly, instead of requiring any such proof , Contractor agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay Developer Five Hzrndred Dollars $S( 00• 00� far each day that expires after the time specified in Paragraph 3.2 for Final Acceptance until the City issues the Final Letter of Acceptance. CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103757 Revised June 16, 2016 00 52 43 - 2 Developer Awazded Projec[ 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 Four hundred and fifiy thousand dollars and no/100 41 ($450,000.00�. J 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 48 49 50 51 52 53 54 55 56 57 58 59 60 61 2. Attachments to this Agreement: a. Bid Form (As provided by Developer) 1) Proposal Form (DAP Version) 2) Prequalification Statement 3) State and Federal documents (project specific) b. Insurance ACORD Form(s) c. Payment Bond (DAP Version) d. Performance Bond (DAP Version) e. Maintenance Bond (DAP Version) £ Power of Attorney for the Bonds g. Worker's Compensation Affidavit h. MBE and/ar SBE Commitment Form (If required) 3. Standard City General Conditions of the Construction Contract for Developer Awarded Projects. 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 68 69 70 71 72 73 74 75 8. Documentation submitted by Contractor prior to Notice of Award. 9. The following which may be delivered or issued after the Effective Date of the Agreement and, if issued, become an incorporated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103757 Revised 7une 16, 2016 00 52 43 - 3 Developer Awazded Project Agreement Page 3 of 4 76 Article 6. INDEMNIFICATION 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 6.1 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 specificallv intended to operate and be effective even if it is alle�ed or proven that all or some of the dama�es bein� sought were caused, in whole or in part, bv any act, omission or ne�li�ence 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. 6.2 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 alle�ed or proven that all or some of the dama�es bein� sou�ht were caused, in whole or in part, bv anv act, omission or ne�liQence of the citv. 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 73 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 unconstihrtional, 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 ll2 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 Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103757 Revised June 16, 2016 00 52 43 - 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 120 121 122 123 124 125 126 authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Agreement is effective as of the last date signed by the Parties ("Effective Date"). Contractor: Wildstone Consti-uction, LLC �� B: � ignature) John Kolb Developer: Northwest Inde en \ nt School District B: (Signature) T�c`�,'iur.e �,� �' t,�c� r re��- (�finted Name) (Printed Name) Title: President Company Name: Wildstone Construction, LLC Address: 12850 Highway 287 City/State/Zip: Fort Worth, TX 76052 D 2/ 2$��2 Z Date 127 Title: A�s�t SLiperintendent �c i�at�es Company name: Address: 2001 Texan Drive City/State/Zip: Justin, TX, 76247 � �� �� Date CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103757 Revised June 16, 2016 COMMERCIAL GENERAL LIABILITY CG 81 86 03 19 CG 81 86 03 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 7 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONSTRUCTIONGARD℠ GENERAL LIABILITY ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART The following is a summary of the additional coverages provided by this endorsement. For complete details on a specific coverage, consult the endorsement contract language. 1. Additional Insureds Various additional insured extensions 2. Aggregate Limit Per Project 3. Blanket Waiver of Subrogation If required by written contract, insurer waives right of subrogation 4. Broad Form Named Insured 5. Broadened Definition of BI Definition includes mental anguish 6. Broadened Liability Coverage for Damage to “Your Product” and “Your Work” 7. Contractual Liability – Railroads Expanded definition of “insured contract” 8. Contractual Liability for Personal and Advertising Injury 9. Damage to Premises Rented to You Extends perils Limit: $1,000,000 10. Electronic Data Liability Limit: $100,000 11. Expected and Intended Injury 12. Incidental Medical Malpractice 13. Knowledge of Occurrence 14. Liberalization 15. Lost Key Coverage Occurrence Limit: $10,000 16. Newly Formed and Acquired Organizations 180 days 17. Non-owned Aircraft 18. Non-owned Watercraft Included for watercraft up to 51 ft 19. Supplementary Payments Increased bail bonds limit to $5,000 Increased daily loss of earnings limit to $1,000 per day 20. Unintentional failure to Disclose Hazard 21. Non-duplication of Benefits ACP GLAO3100112556 CG 81 86 03 19 Page 2 of 7 Includes copyrighted material of Insurance Services Office, Inc., with its permission. CG 81 86 03 19 1. Additional Insured – Automatic Status When Required In An Agreement Or Contract With You SECTION II – WHO IS AN INSURED is amended to include: 1. Any person(s) or organization(s) whom you are required to add as an additional insured on this policy under a written contract or written agreement, provided the written contract or written agreement: (1) Is currently in effect or becomes effective during the term or this policy; and (2) Was executed prior to the “bodily injury,” “property damage” or “personal and advertising injury” for which the additional insured seeks coverage. The person or organization added as an additional insured by this endorsement is an additional insured only with respect to liability for: 1. “Bodily injury” or “property damage” or 2. “Personal and advertising injury”; due to: a. Controlling Interest – with respect to their liability arising out of: (1) Their financial control of you; or (2) Premises they own, maintain or control while you lease or occupy these premises. This insurance does not apply to structural alterations, new construction and demolition operations performed by or for such additional insured. b. Co-owner of Insured Premises – with respect to the co-owner’s liability as a co-owner of such premises. c. Grantor of Franchise or License Any person or organization that has granted you a franchise or license by written contract or agreement is an additional insured, but only with respect to their liability as a grantor of a franchise or license to you. However, their status as additional insured under this policy ends when their contract or agreement with you granting the franchise or license ends. d. Lessors of Leased Equipment – with respect to their liability for “bodily injury”, “property damage”, or “personal and advertising injury”, caused in whole or in part by your maintenance, operation, or use of equipment leased to you by such person(s) or organization(s). This insurance does not apply to any “occurrence” which takes place after the equipment lease expires. However, their status as additional insured under this policy ends when their lease, contract, or agreement with you for such leased equipment expires. e. Lessor of Land – with respect to liability arising out of the ownership, maintenance or use of that specific part of the land leased to you and subject to the following additional exclusions: This insurance does not apply to: (1) Any “occurrence” which takes place after you cease to be a tenant in that premise; or (2) Structural alterations, new construction or demolition operations performed by or on behalf of such additional insured. However, their status as additional insured under this policy ends when you cease to be a tenant of such premises. f. Managers or Lessors of Premises – with respect to liability arising out of the ownership, maintenance, or use of that part of the premises you own, rent, lease, or occupy. This insurance does not apply to: (1) Any “occurrence” which takes place after you cease to be a tenant in that premises; or (2) Structural alterations, new con- struction, or demolition operations performed by or on behalf of the person or organization. CG 81 86 03 19 CG 81 86 03 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 7 However, their status as additional insured under this policy ends when you cease to be a tenant of such premises. g. Mortgagee, Assignee or Receiver – with respect to their liability as mortgagee, assignee, or receiver and arising out of the ownership, maintenance, or use of a premise by you. This insurance does not apply to structural alterations, new construction or demolition operations performed by or on behalf of such additional insured. h. Owners, Lessees, or Contractors – with respect to liability for "bodily injury", "property damage", or "personal and advertising injury" caused in whole or in part, by: (1) Your acts or omissions; or (2) The acts or omissions of those acting on your behalf, in the performance of your ongoing operations performed for that additional insured, whether the work is performed by you or on your behalf; or (3) “Your work” performed for that additional insured and included in the “products-completed operations hazard.” The insurance does not apply to: (a) “Bodily injury”, “property damage”, or “personal and advertising injury” arising out of the rendering of or the failure to render any professional architectural, engineering, or survey services, including: (i) The preparing, approv- ing, or failing to prepare or approve maps, shop drawings, opinions, reports, survey, field orders, change orders, or drawings and specifications; or (ii) Supervisory, inspection, architectural or engi- neering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the “occurrence” which caused the “bodily injury” or “property damage”, or the offense which caused the “personal and advertising injury”, involved the rendering of, or failure to render, any professional, architectural, engineering, or surveying services. i. State or Political Subdivision – Permits Relating to Premises – with respect to the following hazards for which the state or political subdivision has issued a permit or authorization in connection with premises you own, rent, or control and to which this insurance applies. (1) The existence, maintenance, repair, construction, erection, or removal of advertising, signs, awnings, canopies, cellar entrances, coal holes, drive- ways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar exposures; or (2) The construction, erection, or removal of elevators; or (3) The ownership maintenance or use of any elevators covered by this insurance. This insurance does not apply to: (1) “Bodily injury” or “property damage” or “personal or advertising injury” arising out of operations performed for the state or municipality; or (2) “Bodily injury” or “property damage” included within the “products-completed operations hazard”. CG 81 86 03 19 Page 4 of 7 Includes copyrighted material of Insurance Services Office, Inc., with its permission. CG 81 86 03 19 However, such state or political subdivision’s status as additional insured under this policy ends when the permit ends. This endorsement shall not increase the applicable Limits of Insurance shown in the Declarations. The insurance afforded to such additional insureds described in a.- i. above: (1) Only applies to the extent permitted by law; and (2) Will not be broader than any coverage requirement in a contract or agreement to provide for such additional insured. 2. Aggregate Limit Per Project Under SECTION III – LIMITS OF INSURANCE, the following paragraph is added to Paragraph 2: The General Aggregate Limit under SECTION III LIMITS OF INSURANCE applies separately to each of your construction projects away from premises owned by or rented to you. 3. Blanket Waiver Of Subrogation Under SECTION IV – COMMERCIAL GENERAL LIABILITY CONDITIONS, 8. Transfer Of Rights Of Recovery Against Others To Us, the following is added: We waive any right of recovery we may have against any person or organization because of payments we make for injury or damage arising out of: a. Your ongoing operations; or b. “Your work” included in the “products completed operations hazard.” However, this waiver applies only when you have agreed in writing to waive such rights of recovery in a contract or agreement, and only if the contract or agreement: a. Is in effect or becomes effective during the term or this policy; and b. Was executed prior to loss. 4. Broad Form Named Insured Under SECTION II – WHO IS AN INSURED, the following is added to Paragraph 2: e. Any business entity incorporated or organized under the laws of the United State of America (including any State thereof), its territories or possessions, or Canada (including any Province thereof) in which the Named Insured shown in the Declarations owns, during the policy period, an interest of more than fifty percent. If other valid collectible insurance is available to any business entity covered by this solely by reason of ownership by the Named Insured shown in the Declarations in excess of fifty percent, this insurance is excess over the other insurance, whether primary, excess, contingent, or on any other basis. 5. Broadened Bodily Injury Definition (Mental Anguish) Under SECTION V – DEFINITIONS, Definition 3. “Bodily Injury” is replaced with: 3. “Bodily injury” means physical injury, sickness, or disease to a person and if arising out of the foregoing, mental anguish, mental injury, shock, or humiliation, including death at any time resulting therefrom. 6. Broadened Liability Coverage for Damage to “Your Product” and “Your Work” Under SECTION I – COVERAGES, COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY, Paragraph 2. Exclusions is amended to delete exclusions k. and l. and replace them with the following: This insurance does not apply to: k. Damage to Your Product “Property damage” to “your product” arising out of it or any part of it except when caused by or resulting from: (1) Fire; (2) Smoke; (3) Collapse; or (4) Explosion. l. Damage to Your Work “Property damage” to “your work” arising out of it or any part of it and included in the “products-completed operations hazard”. This exclusion does not apply: (1) If the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor; or (2) If the cause of loss to the damaged work arises as a result of: (a) Fire; (b) Smoke; CG 81 86 03 19 CG 81 86 03 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 7 (c) Collapse; or (d) Explosion. Under SECTION III – LIMITS OF INSURANCE, the following paragraph is added: Subject to 6. above, $100,000 is the most we will pay under Coverage A for the sum of damages arising out of any one “occurrence” because of “property damage” to “your product” and “your work” that is caused by fire, smoke, collapse or explosion and is included within the “product-completed operations hazard”. This sublimit does not apply to “property damage” to “your work” if the damaged work or the work out of which the damage arises was performed on your behalf by a subcontractor. 7. Contractual Liability – Railroads a. Under SECTION V – DEFINTIONS, the following replaces Paragraph c. of definition 9. “Insured Contract”: c. Any easement or license agreement; b. Under SECTION V –DEFINITIONS, Paragraph f.(1) of definition 9. “Insured Contract” is deleted. 8. Contractual Liability for Personal and Advertising Injury Under SECTION I – COVERAGES, COVERAGE B – PERSONAL AND ADVERTISING INJURY LIABILITY, Paragraph 2. Exclusions is amended to delete exclusion e. Contractual Liability. This provision 8. does not apply to any person or organization who otherwise qualifies as an additional insured on this Coverage Part. 9. Damage to Premises Rented to You a. Under SECTION I – COVERAGES, COVERAGE A – BODILY INJURY AND PROPERTY DAMAGE LIABILITY, the last paragraph of 2. Exclusions is replaced with: If Damage To Premises Rented To You is not otherwise excluded, Exclusions c. through n. do not apply to damage by fire, lightning, explosion, smoke, or sprinkler leakage to premises while rented to you or temporarily occupied by you with permission of the owner. b. Under SECTION III – LIMITS OF INSURANCE, Paragraph 6. is replaced with: 6. Subject to Paragraph 5. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of “property damage” to any one premises, while rented to you, or in the case of damage by fire, lightning, explosion, smoke or sprinkler leakage, while rented to you or temporarily occupied by you with permission of the owner. The limit is increased to $1,000,000. c. Under SECTION IV – COMMERCIAL GENERAL LIABILITY CONDITIONS, 4. Other Insurance, b. Excess Insurance (1) (a) (ii) is replaced with: (ii) That is Fire, Lightning, Explosion, Smoke or Sprinkler leakage insurance for premises rented to you or temporarily occupied by you with permission of the owner; 10. Electronic Data Liability a. Under SECTION I – COVERAGES, COVERAGE A – BODILY INJURY AND PROPERTY DAMAGE, Paragraph 2. Exclusions is amended to delete exclusion p. Electronic Data and replace it with the following: This insurance does not apply to: p. Electronic Data Damages arising out of the loss of, loss of use of, damage to, corruption of, inability to access, or inability to manipulate “electronic data” that does not result from physical injury to tangible property. However, this exclusion does not apply to liability for damages because of “bodily injury.” b. Under SECTION III – LIMITS OF INSURANCE, the following paragraph is added: Subject to paragraph 5. above, $100,000 is the most we will pay under Coverage A for all damages arising out of any one “occurrence” because of “property damage” that results from physical injury to tangible property and arises out of “electronic data”. c. Under SECTION V – DEFINITIONS, the following definition is added: “Electronic data” means information, facts or programs stored as or on, created or used on, or transmitted to or from computer software, including systems and applications software, hard or floppy disks, CD-ROMS, tapes, drives, cells, data processing devices or any other media CG 81 86 03 19 Page 6 of 7 Includes copyrighted material of Insurance Services Office, Inc., with its permission. CG 81 86 03 19 which are used with electronically controlled equipment. d. Under SECTION V – DEFINITIONS, the definition of “property damage” is replaced by the following for the purposes of the coverage provided by this endorsement only: 17. “Property damage” means: a. Physical injury to tangible property, including all resulting loss of use of that property. All such loss of use shall be deemed to occur at the time of the physical injury that caused it; b. Loss of use of tangible property that is not physically injured. All such loss of use shall be deemed to occur at the time of the “occurrence” that caused it; or c. Loss of, loss of use of, damage to, corruption of, inability to access, or inability to properly manipulate “electronic data,” resulting from physical injury to tangible property. All such loss of “electronic data” shall be deemed to occur at the time of the “occurrence” that caused it. For the purposes of this insurance, “electronic data” is not tangible property. e. If Electronic Data Liability is provided at a higher limit by another endorsement attached to this policy, then the $100,000 limit provided by this Provision 10. Electronic Data Liability is part of, and not in addition to, that higher limit. 11. Expected or Intended Injury Under SECTION I – COVERAGES, COVERAGE A – BODILIY INJURY AND PROPERTY DAMAGE LIABILITY, Exclusion a. is replaced by the following: a. Expected Or Intended Injury “Bodily injury” or “property damage” expected or intended from the standpoint of the insured. This exclusion does not apply to “bodily injury” or “property damage” resulting from the use of reasonable force to protect persons or property. 12. Incidental Medical Malpractice Liability a. Under SECTION II – WHO IS AN INSURED, Paragraph 2.a.(1)d. does not apply to nurses, emergency medical technicians or paramedics employed by you arising out of his or her providing or failing to provide professional health care services, but only if such healthcare services are within the scope of their employment by you or are related to or arise out of the conduct of your business. b. This coverage does not apply if you are engaged in the business or occupation of providing professional health care services. 13. Knowledge Of An Occurrence Under SECTION IV – COMMERCIAL GENERAL LIABILITY CONDITIONS, the following is added to 2. Duties In The Event Of Occurrence, Offense, Claim Or Suit: e. Knowledge of an occurrence, offense, claim or suit by an agent or employee of any insured shall not in itself constitute knowledge of the insured unless you, a partner, if you are a partnership; or an executive officer or insurance manager, if you are a corporation receives such notice of an occurrence, offense, claim or suit from the agent or employee. f. The requirements in Paragraph b. will not be considered breached unless there is knowledge of occurrence as outlined in Paragraph e. above. 14. Liberalization If we revise this endorsement to provide more coverage without additional premium charge, we will automatically provide the additional coverage to all endorsement holders as of the day the revision is effective in your state. 15. Lost Key Coverage a. Under SECTION I – COVERAGES, COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY, coverage is extended to include the following: If a customer's master or grand key, excluding electronic key card, is lost, damaged or stolen while in your care, custody or control we will pay the cost of replacing the keys, including the master lock and all keys used in the same lock, the cost of adjusting locks to accept the new keys, or the cost to replace the locks, whichever is less. CG 81 86 03 19 CG 81 86 03 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 7 of 7 b. Limit of Insurance – For the purpose of this coverage the most we will pay is $ 10,000 per “occurrence”. 16. Newly Formed And Acquired Organizations a. Under SECTION II – WHO IS AN INSURED, in paragraph 3.a., 90th day is changed to 180th day. b. This provision does not apply if coverage for newly formed or acquired organizations is excluded either by the provisions of the Commercial General Liability Coverage Form or by any applicable endorsement. 17. Non-Owned Aircraft Under SECTION I – COVERAGES, COVERAGE A – BODILY INJURY AND PROPERTY DAMAGE LIABILITY, Exclusion g. does not apply to an aircraft provided: a. It is hired, chartered or loaned with a paid crew; b. It is not owned by an insured; c. The pilot in command holds a currently effective license for the particular aircraft being flown, issued by the duly constituted authority of the United States of America or Canada, designating her or him a commercial airline pilot; and d It is not being used by the insured to carry persons or property for a charge. The following is added to SECTION IV, COMMERCIAL GENERAL LIABILITY CONDITIONS, Condition 4. Other Insurance, paragraph b. Excess Insurance: This Non-Owned Aircraft insurance is excess over any other valid and collectible insurance whether primary, excess (other than insurance written to apply specifically in excess of this policy), contingent or any other basis that would also apply to loss covered under this provision. 18. Non-Owned Watercraft Under SECTION I – COVERAGES, COVERAGE A – BODILY INJURY AND PROPERTY DAMAGE LIABILITY, Paragraph (2) of Exclusion g. is deleted and replaced with the following: (2) A watercraft you do not own that is: (a) Less than 51 feet long; and (b) Not being used by the insured to carry persons or property for a charge. 19. Supplementary Payments Under SECTION I – COVERAGES, SUPPLEMENTARY PAYMENTS – COVERAGES A AND B Paragraphs 1.b and 1.d. are replaced with: b. Up to $5,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or “suit”, including actual loss of earnings up to $1,000 a day because of time off from work. 20. Unintentional Failure To Disclose Hazard Under SECTION IV – COMMERCIAL GENERAL LIABILITY CONDITIONS , Condition 6. Representations the following paragraph is added: d. Your failure to disclose all hazards or prior “occurrences” or offenses existing as of the inception date of the policy shall not prejudice the coverage afforded by this policy provided such failure to disclose all hazards or prior “occurrences” or offenses is not intentional. This provision does not affect our right to collect additional premium or exercise our right of cancellation or non- renewal. 21. Non-Duplication of Benefits No one will be entitled to receive duplicate payments for the same elements of loss under any of the coverages provided by the Commercial General Liability Coverage form, this endorsement, or any other applicable endorsement. All terms and conditions of this policy apply unless modified by this endorsement. COMMERCIAL AUTO AC 70 07 03 16 THIS ENDORSEMENT CHANGES THE POLICY.PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insuranceprovided under the following: BUSINESS AUTO COVERAGE FORM A.EFFECT OF THIS ENDORSEMENT The most we will pay for Physical Damage Coverage for “loss”under this Coverage Ex-Coverage provided under this policy is modified tension is $100,000 per “auto”,subject tobytheprovisionsofthisendorsement.If there is the largest deductible applicable to any “au-any conflict between the provisions of this to” for that Coverage.endorsement and the provision(s)of any state- specific endorsement also attached to this policy,D. AUTOS HIRED OR RENTED BY EMPLOYEES then the provision(s)of the state-specific If hired or rented “autos”are covered “autos”on endorsement shall apply instead of the this policy,the following provisions apply: provisions of this endorsement that are in A.Changes In Covered Autos Liability Coverageconflict,but only to the extent of the conflict,and The following is added to the Who Is Anonlytotheextentnecessarytobringsuch Insured Provision in SECTION II –provisions into conformance with the state COVERED AUTOS LIABILITY COVERAGE:requirement(s)contained in the provision(s)of the state-specific endorsement.An "employee"of yours is an "insured"while B.CHANGES FOR TRAILERS AND operating an "auto"hired or rented under a FARM EQUIPMENT contract or agreement in that "employee's" name,with your permission,while performing1.Under SECTION I -COVERED AUTOS,the duties related to the conduct of yourfollowingareaddedtoParagraphC.Certain business.Trailers,Mobile Equipment and Temporary Substitute Autos:B.General Conditions 4."Trailers"designed to be towed by a pri-Paragraph 5.b. of the Other Insurance vate passenger type "auto"or a pickup,Condition in the Business Auto Coverage panel truck or van if not used for busi-Form is replaced by the following: ness purposes,other than farming or For Hired Auto Physical Damage Coverage,ranching.the following are deemed to be covered 5.Farm wagons or farm implements while "autos"you own: being towed by a covered “auto”.1.Any covered "auto"you lease,hire,rent C.CHANGES FOR ADDITIONAL or borrow;and NEWLY ACQUIRED VEHICLES 2.Any covered "auto"hired or rented by 1.Paragraph B.2 of SECTION I -COVERED your "employee"under a contract in that AUTOS is replaced by the following:individual "employee's"name,with your permission,while performing duties2.If Symbol 7 is entered next to related to the conduct of your business.coverage in Item Two of the Declara- tions,an “auto”you acquire will be a However,any "auto"that is leased,hired, covered “auto”for that coverage only if:rented or borrowed with a driver is not a covered "auto".a.We already cover at least one “auto” you own for that coverage or it rep-E.EMERGENCY LOCKOUT -PRIVATE laces an “auto”you previously PASSENGER VEHICLES owned that had that coverage;and Added in SECTION II –COVERED AUTOS b.You tell us within 30 days after you LIABILITY COVERAGE,A.2 Coverage acquire it that you want us to cover Extensions: it for that coverage. AC 70 07 03 16 Includes copyrighted material of Insurance Services Office,Inc.,with its permission.Page 1 of 4 ACP BAPC31-0-0101242 LC63 21179 INSURED COPY AC7007031601 0001 46 0024119 ACP BAPC 3100112556 AC 70 07 03 16 We will reimburse you up to $50 for reasonable Abuse means an act which is committed with expense incurred for the services of a locksmith the intent to cause harm. to gain entry into your covered “auto”of the Explosives private passenger type subject to these "Bodily injury"or "property damage"caused byprovisions:the explosion of explosives you make,sell or 1.Your door key or key entry pad has been transport. lost,stolen or locked in your covered “auto”Rolling Storesandyouareunabletoentersuch“auto”,or If a covered "auto"is a rolling store,"bodily2.Your key or key entry pad has been lost or injury"or "property damage"resulting from thestolenandyouhavechangedthelocktohandling,use or condition of any item thepreventanunauthorizedentry;and "insured"makes,sells or distributes if the 3.Original copies of receipts for services of injury or damage occurs after the "insured"has a locksmith must be provided before given up possession of the item. reimbursement is payable.Wrong Delivery of Liquid Products F.REPLACED EXCLUSIONS "Bodily injury"or "property damage"result-ing from the delivery of any liquid into the wrongInSECTIONII–COVERED AUTOS LIABILITY receptacle or to the wrong address,or from theCOVERAGEB.1.Expected or Intended Injury is delivery of one liquid for another,if the "bodilyreplacedbythefollowing: injury"or "property damage"occurs after the"Bodily injury"or "property damage"which is delivery has been completed.expected or intended by the "insured".This Delivery is considered completed even if furtherexclusionapplieseveniftheresulting"bodily service or maintenance work,or correction,repairinjury"or "property damage": or replacement is required be-cause of wronga.is of a different kind,quality or degree delivery.than initially expected or intended;or Professional Services b.is sustained by a different person,entity,"Bodily injury":real property,or personal property than a.Resulting from the providing or thethatinitiallyexpectedorintended. failure to provide any medical or otherG.ADDITIONAL EXCLUSIONS professional services. The following exclusions are added to b.Resulting from food or drink furnishedSECTIONII–COVERED AUTOS LIABILITY with these services.COVERAGE,B.Exclusions: c."Bodily injury"or "property damage"Damage to Named Insured's Property resulting from the handling of corpses.Any claim or "suit"for "property damage"by H.ACCIDENTAL DISCHARGEyouoronyourbehalfagainstanyotherperson COVERAGEorentitythatisalsoaNamedInsuredunder this policy.Under Paragraph B.3.a.of SECTION III – Abuse or Molestation PHYSICAL DAMAGE COVERAGE the following is added:"Bodily injury"or "property damage"arising out of:Mechanical breakdown does not include the accidental discharge of an airbag.a.The actual or threatened abuse or molestation by anyone or any person while I.PHYSICAL DAMAGE LIMIT OF INSURANCE in the care,custody or control of any Under SECTION III –PHYSICAL DAMAGE"insured",or COVERAGE,Paragraph C.,Limit of Insurance b.The negligent:is replaced by the following: 1)Employment;C.Limit Of Insurance 2)Investigation;1.The most we will pay for “loss”in any one “accident”is the lesser of:3)Supervision; a.The actual cash value of the damaged4)Reporting to the proper authorities, or stolen property as of the time of theorfailuretosoreport;or “loss”,or5)Retention; b.The cost of repairing or replacing theofapersonforwhomany"insured"is damaged or stolen property.or ever was legally responsible and whose conduct would be excluded by Paragraph a.above. Page 2 of 4 AC 70 07 03 16IncludescopyrightedmaterialofInsuranceServicesOffice,Inc.,with its permission. ACP BAPC31-0-0101242 LC63 21179 INSURED COPY AC7007031601 0001 46 0024120 AC 70 07 03 16 2.$1,000 is the most we will pay for “loss”in 2.Motor Home Contents any one “accident”to all electronic This insurance does not apply to:equipment that reproduces,receives or a."Loss"to the covered "auto's"transmits audio,visual or data signals contents,except equipment usual towhich,at the time of “loss”,is:trucks or private passenger "autos".a.Permanently installed in or upon the b."Loss"to TV antennas,awnings orcovered“auto”in a housing,opening cabanas.or other location that is not normally c."Loss"to equipment designed tousedbythe“auto”manufacturer for the create added living facilities.installation of such equipment. However,these exclusions do not apply ifb.Removable from a permanently installed coverage has been added to the policyhousingunitasdescribedinParagraph elsewhere by endorsement.2.a.above or is an integral part of that equipment;or L.AMENDED DUTIES IN EVENT OF ACCIDENT, CLAIM,SUIT,OR LOSSc.An integral part of such equipment. The requirement in Loss Condition 2.a.Duties3.An adjustment for depreciation and physical In the Event Of Accident,Claim,Suit Or Lossconditionwillbemadeindeterminingactual –of Section IV -BUSINESS AUTOcashvalueintheeventofatotal“loss”. CONDIT IONS SECTION that you must notify us of an “accident”,4.The cost of repairing or replacing may:“claim”,“suit”,or “loss”applies only when thea.Be based on an estimate which “accident”,“claim”,“suit”,or “loss”is knownincludespartsfurnishedbytheoriginalto:equipment manufacturer or other 1.You,if you are an individualsourcesincludingnon-original 2.A partner,if you are a partnership;equipment manufacturers and 3.An executive officer or the employeeb.If a repair or replacement results in designated by you to give such noticebetterthanlikekindorquality,we will if you are a corporation;ornotpayfortheamountofthenet improvement.4.A member,if you are a limited liability company.5.If we offer to pay the actual cash value of the damaged or stolen property,we will M.UNINTENTIONAL FAILURE TO DISCLOSE value auto advertising wraps,paint HAZARDS customization,and similar business related Section IV -BUSINESS AUTO CONDITIONSadvertisingmodifications,in addition to SECTION is amended by the addition of thetheactualcashvalueoftheproperty.following:Auto advertising wraps,paint If you unintentionally fail to disclose anycustomization,and similar business hazards existing at the inception date ofrelatedadvertisingmodificationswillbe your policy,we will not deny coverage undervaluedatthecosttoreplacethemwith this Coverage Form because of suchanadjustmentmadefordepreciationand failure.However,this provision does notphysicalcondition. affect our right to collect additional premiumJ.GLASS REPAIR –WAIVER OF DEDUCTIBLE or exercise our right of cancellation or Under Paragraph D.Deductible of nonrenewal. SECTION III –PHYSICAL DAMAGE N.LIBERALIZATIONCOVERAGE,the following is added: Paragraph 3 of the General Conditions isNodeductibleappliestoglassdamageifreplacedbythefollowing:the glass is repaired rather than replaced. If we adopt any revision that would broadenK.MOTOR HOME OR RECREATIONAL the coverage under this policy withoutVEHICLECONTENTSNOTCOVEREDadditionalpremiumwithin60daysprior to or 1.For a covered "auto"that is a motor during the policy period,the broadened home the following exclusions are added coverage will immediately apply to this policy. to the SECTION III –PHYSICAL DAMAGE COVERAGE AC 70 07 03 16 Page 3 of 4IncludescopyrightedmaterialofInsuranceServicesOffice,Inc.,with its permission. ACP BAPC31-0-0101242 LC63 21179 INSURED COPY AC7007031601 0001 46 0024121 AC 70 07 03 16 O.SECTION V –DEFINITIONS of the BUSINESS AUTO COVERAGE FORM is amended as follows: The definition of “bodily injury”is replaced by the following: “Bodily Injury”means bodily injury,sickness or disease sustained by any person,including mental anguish and death resulting from any of these. Page 4 of 4 Includes copyrighted material of Insurance Services Office,Inc.,with its permission.AC 70 07 03 16 ACP BAPC31-0-0101242 LC63 21179 INSURED COPY AC7007031601 0001 46 0024122 COMMERCIAL GENERAL LIABILITY CG 20 01 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CG 20 01 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 PRIMARY AND NONCONTRIBUTORY – OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance; and (2) You have agreed in writing in a contract or agreement that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. All terms and conditions of this policy apply unless modified by this endorsement. ACP GLAO3100112556 COMMERCIAL GENERAL LIABILITY CG 81 93 08 19 CG 81 93 08 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 3 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. LIMITED POLLUTION COVERAGE – CONTRACTORS JOB SITE ONLY This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A.LIMITED POLLUTION COVERAGE Under SECTION I – COVERAGES, COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY, 1. Insuring Agreement we are adding the following: We will pay those sums that the insured becomes legally obligated to pay as dam ages because of “bodily injury”, “property damage” or “environmental damage” from a “pollution incident” to which this insurance applies. We will have the right and duty to defend any “suit” seeking these damages. We may, at our discretion, investigate any “pollution incident” and settle any claim or “suit” that may result. But: 1.The amount we will pay for damages under this endorsement is limited as described in B. LIMITS OF INSURANCE of this endorsement; and 2.Our right and duty to defend ends when we have used up the applicable limit of insurance in the payment of judgments or settlements. The insurance provided under this endorsement only applies to “bodily injury”, “property damage” or “environmental damage” arising out of a “pollution incident”: 1.on or from your “job site” in the “coverage territory”; and 2.the “bodily injury”, “property damage” or “environmental damage” occurs during the policy period. B.LIMITS OF INSURANCE This endorsement does not provide for separate limits of insurance and the coverage provided herein does not increase the Each Occurrence Limit, the Products-Completed Operations Aggregate Limit or the General Aggregate Limit as provided in SECTION III, LIMITS OF INSURANCE of your policy. The amount we will pay for damages because of “bodily injury”, “property damage” or “environmental damage” arising out of a “pollution incident” shall be included within, and not in addition to the Each Occurrence Limit because of all “bodily injury”, “property damage” or “environmental damage” arising out of any one “occurrence”. C.EXCLUSIONS 1.Solely for purposes of the coverage provided by this endorsement for “bodily injury”, “property damage” or “environmental damage” arising out of a “pollution incident”: 2. Exclusions f.(1)(b), (d) and (e) under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILITY in SECTION I – COVERAGES do not apply. 2.Exclusions a., g., and h. under COVERAGE A BODILY INJURY AND PROPERTY DAMAGE LIABILTIY in SECTION I – COVERAGES are deleted and replaced by the following: a.Expected Or Intended Injury "Bodily injury", "property damage" or “environmental damage” expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" resulting from the use of reasonable force to protect persons or property. g.Aircraft, Auto Or Watercraft "Bodily injury" "property damage" or “environmental damage” arising out of the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft owned or operated by or rented or loaned to any insured. Use includes operation and "loading or unloading". ACP GLAO3100112556 CG 81 93 08 19 Page 2 of 3 Includes copyrighted material of Insurance Services Office, Inc., with its permission. CG 81 93 08 19 This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the "occurrence" which caused the "bodily injury", "property damage" or “environmental damage” involved the ownership, maintenance, use or entrustment to others of any aircraft, "auto" or watercraft that is owned or operated by or rented or loaned to any insured. This exclusion does not apply to: (1) A watercraft while ashore on premises you own or rent; (2) A watercraft you do not own that is: (a) Less than 26 feet long; and (b) Not being used to carry persons or property for a charge; (3) Parking an “auto” on, or on the ways next to, premises you own or rent, provided the “auto” is not owned by or rented or loaned to you or the insured. (4) Liability assumed under any “insured contract” for the ownership, maintenance or use of aircraft or watercraft; or (5) “Bodily injury”, “property damage” or “environmental damage” arising out of: (a) The operation of machinery or equipment that is attached to, or part of a land vehicle that would qualify under the definition of “mobile equipment” if it were not subject to a compulsory or financial responsibility law or other motor vehicle insurance law where it is licensed or principally garaged; or (b) The operation of any of the machinery or equipment listed in Paragraph f.(2) or f.(3) or the definition of “mobile equipment”. h. Mobile Equipment “Bodily injury” “property damage” or “environmental damage” arising out of: (1) The transportation of “mobile equipment” by an “auto” owned or operated by or rented or loaned to any insured; or (2) The use of “mobile equipment” in, or while in practice for, or while being prepared for, any prearranged racing, speed, demolition, or stunting activity. 3. Solely for purposes of the coverage provided by this endorsement for “bodily injury”, “property damage” or “environmental damage” arising out of a “pollution incident”. The following exclusions are added: The coverage provided by this endorsement does not apply to: a. “Bodily injury”, “property damage” or “environmental damage” included within the “products-completed operations hazard”; b. “Bodily injury”, “property damage” or “environmental damage” which the insured is obligated to pay by reason of the assumption of liability in a contract or agreement This exclusion does not apply to liability that the insured would have in the absence of the contract or agreement. c. “Bodily injury”, “property damage” or “environmental damage” arising out of the discharge, dispersal, emission, seepage, migration, release or escape of “pollutants” at or from a “waste facility’ if the “pollutants” are brought to the site, in connection with your operations at such “job site”. d. Any loss, cost or expense arising out of any request, demand or order by or on behalf of a governmental body that any insured or others test for, monitor, clean- up, remove, contain, treat, detoxify or neutralize, or in any way respond to, or assess the affects of “pollutants” at any site which is included or proposed for inclusion on a governmental body’s clean-up priority list. e. Liability for intentional, dishonest, malicious, deliberate, fraudulent or illegal act or other wrongful intentional act or omission committed by or under the direction of any insured, or any violation of law, statute regulation, code or ordinance when intentional is excluded under this endorsement including fines, penalties, other governmental sanctions as well as the cost of defending against any criminal or governmental enforcement action, or the seeking of injunctive relief through any court or administrative process. CG 81 93 08 19 CG 81 93 08 19 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 3 All other COVERAGE A Exclusions in your policy apply. D. The following is added to, SECTION IV – COMMERCIAL GENERAL LIABILITY CONDITIONS, 4. Other Insurance, b. Excess Insurance: This insurance is excess over any other insurance, whether primary, excess, contingent or on any other basis, which is available covering liability arising out of any “pollution incident”. E. DEFINITIONS When used in this endorsement only, the following definitions are added to SECTION V – DEFINITIONS: 1. “Environmental damage” means the injurious presence of “pollutants” in or upon land, the atmosphere, or any water course or body of water. 2. “Job site” means any premises, site or location on which you or any contractors or subcontractors working directly or indirectly on any insured’s behalf, are performing operations, provided that the premises, site or location is not, never was, owned by, occupied by, managed by, rented to or loaned to you. 3. “Pollution incident” means the actual, alleged or threatened discharge, dispersal, emission, seepage, migration, release or escape of “pollutants” at or from a “job site” if: a. such “pollutants” were brought on or to the “job site” by any insured or any contractors or subcontrac tors working directly or indirectly on any insured’s behalf, in connection with your operations at such “job site”, or b. such discharge, dispersal, emission, seepage, migration, release or escape of “pollutants” originated at or from a sewage line or sewage system at a “job site”. To be a “pollution incident” the actual or alleged discharge, dispersal, emission, seepage, migration, release or escape of “pollutants” must: a. Begin during the policy period; b. Begin at an identified time and place; c. Commences abruptly during the policy period and ends within a period of 7 consecutive days after the initial discharge, release, or escape; d. Becomes known to the insured and reported in writing to us within 180 days from its abrupt commencement; e. Does not originate from an “underground storage tank”; and f. Is not heat, smoke, or fumes from a “hostile fire”. All “bodily injury”, “property damage” or “environmental damage” arising out of/resulting from one discharge, dispersal, emission, seepage, migration, release or escape shall be deemed to be one “pollution incident”. 4. “Underground storage tank” means any storage tank, including any attached pumps, valves, or piping, buried below the surface of the ground or water, or which, at any time, had been buried under the surface of the ground or water and the subsequently exposed by any means. For the purpose of this definition, buried means that at least 10% of it is below the surface of the ground or water. Underground storage tank does not mean or include septic tanks including residential onsite sewage treatment tanks. 5. “Waste facility” means any site or part of any site to which waste from the operations of a “job site” is consigned for delivery or delivered for storage, disposal, processing or treatment. Any Fungi or Bacteria Exclusion that may be part of the policy does not apply t o the coverage provided by this endorsement All terms and conditions of this policy apply unless modified by this endorsement. WORKERS COMP WC 42 03 04 B 06 14 WC 42 03 04 B 06 14 © Copyright 2014 National Council on Compensation Insurance, Inc.Page 1 of 2 All Rights Reserved. WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A. of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the Schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. SCHEDULE 1. ( ) Specific Waiver Name of person or organization (See reverse for additional names) ( ) Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: 3. Premium: The premium charge for this endorsement shall be percent of the premium developed on payroll in connection with work performed for the above person(s) or organization(s) arising out of the operations described. 4. Advance Premium: x 2% Water utility developer, commercial, industrial, Municipalities WC 42 03 04 B 06 14 Page 2 of 2 © Copyright 2014 National Council on Compensation Insurance, Inc. WC 42 03 04 B 06 14 All Rights Reserved. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective Policy No. Endorsement No. Insured Premium Insurance Company Countersigned By 07/29/2021 ACPWCA3100112556 1 Nationwide Mutual Insurance Company. AMCO INSURANCE COMPANY 1100 LOCUST ST DEPT 11 DES MOINES,IA 50391-2000 COMMERCIAL GENERAL LIABILITY FORMS AND ENDORSEMENTS Number:ACP GLAO 3100112556 Period:From 07/29/21 To 07/29/22 Named Insured:WILDSTONE CONSTRUCTION LLC Form Date Title CG0001 0413 COMMERCIAL GENERAL LIABILITY COVERAGE FORM CG0103 0606 TEXAS CHANGES CG2001 0413 PRIMARY AND NONCONTRIBUTORY -OTHER INSURANCE CONDITION CG2106 0514 EXCLUSION -ACCESS OR DISCLOSURE OF CONFIDENTIAL OR PERSONAL INFORMATION CG2167 1204 FUNGI OR BACTERIA EXCLUSION CG2170 0115 CAP ON LOSSES FROM CERTIFIED ACTS OF TERRORISM CG2187 0115 CONDITIONAL EXCLUSION OF TERRORISM (RELATING TO DISPOSITION OF FEDERAL TERRORIS CG2279 0413 EXCLUSION -CONTRACTORS -PROFESSIONAL LIABILITY CG2639 1207 TEXAS CHANGES -EMPLOYMENT -RELATED PRACTICES EXCLUSION CG7120 0710 EXCLUSION -ASBESTOS,ELECTRO-MAGNETIC EMISSIONS AND LEAD -TEXAS CG7141 1203 EMPLOYEE BENEFITS LIABILITY COVERAGE CG7258 0908 EXCLUSION-OPERATIONS COVERED BY A CONSOLIDATED (WRAP-UP)INS PROGRAM CG7259 0908 EXCLUSION -VIOLATION OF CONSUMER PROTECTION STATUTES CG7287 1211 DEFINITION OF OCCURRENCE AMENDATORY ENDORSEMENT FOR CONSTRUCTION DEFECTS CG7420 0616 EXCLUSION -SUBSIDENCE OF LAND CG8008 1015 DATA COMPROMISE COVERAGE CG8010 1015 IDENTITY RECOVERY COVERAGE CG8027 1015 CYBERONE COVERAGE CG8186 0319 CONSTRUCTIONGARD GENERAL LIABILITY ENHANCEMENT ENDORSEMENT CG8193 0819 LIMITED POLLUTION COVERAGE -CONTRACTORS JOB SIT ONLY GA45DO 1203 TEXAS -EMPLOYEE BENEFITS ADMINISTRATION LIABILITY COVERAGE PART IL0017 1198 COMMON POLICY CONDITIONS IL0021 0908 NUCLEAR ENERGY LIABILITY EXCLUSION IL0168 0908 TEXAS CHANGES -DUTIES IL0275 1113 TEXAS CHANGES -CANCELLATION AND NONRENEWAL PROVISINS FOR CASUALTY LINES IL7002 0911 ADVANCE NOTICE OF CANCELLATION,NONRENEWAL OR COVERAGE REDUCTION OR RESTRICTION GLDF (02-93) DIRECT BILL LPGJ 21224 INSURED COPY ACP GLAO 3100112556 386529416 46 0000459 AMCO INSURANCE COMPANY 1100 LOCUST ST DEPT 11 DES MOINES,IA 50391-2000 COMMERCIAL GENERAL LIABILITY FORMS AND ENDORSEMENTS Number:ACP GLAO 3100112556 Period:From 07/29/21 To 07/29/22 Named Insured:WILDSTONE CONSTRUCTION LLC Form Date Title IMPORTANT NOTICES IN7158 0520 TEXAS CONSUMER PROTECTION NOTICE IN7224 0702 IMPORTANT NOTICE -TEXAS CONTRACTORS IN7544 0910 NOTICE TO POLICY HOLDERS TEXAS POLICY EXCLUSIONS DISCLOSURE IN7809 1115 DATA BREACH &IDENTITY RECOVERY SERVICES IN7890 1118 CLAIMS REPORTING INFORMATION IN7913 0520 TEXAS LOSS CONTROL SERVICES GLDF (02-93) DIRECT BILL LPGJ 21224 INSURED COPY ACP GLAO 3100112556 386529416 46 0000460 COMMERCIAL AUTO AC 70 06 03 16 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO PROTECTION - PLATINUM This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM SUMMARY OF COVERAGES A. Effect of This Endorsement B. Newly Acquired of Formed Entities C. Employees as insureds – Nonowned Autos D. Additional Insured by Contract, Permit or Agreement E. Supplementary Payments – Bail Bonds F. Supplementary Payments – Loss of Earnings G. Personal Effects and Property of Others Extension H. Prejudgment Interest Coverage I. Fellow Employees J. Hired Auto Physical Damage K. Temporary Substitute Autos – Physical Damage Coverage L. Expanded Towing Coverage M. Auto Loan or Lease Coverage N. Original Equipment Manufacturer Parts – Leased Private Passenger Types O. Deductible Amendments P. Expanded Transportation Expense Q. Extra Expense – Stolen Autos R. Physical Damage Limit of Insurance S. New Vehicle Replacement Cost T. Physical Damage Coverage Extensions U. Business Income and Extra Expense Coverage V. Transfer of Rights Of Recovery Against Others To Us W. Section IV – Business Auto Conditions – Notice of and Knowledge of Occurrence X. Hired Car Coverage Territory Y. Emergency Lockout Z. Cancellation Condition AC 70 06 03 16 Includes copyrighted material of Insurance Services Office, Inc. Page 1 of 7 with its permission ACP CAD 3100112556 COMMERCIAL AUTO AC 70 06 03 16 A. EFFECT OF THIS ENDORSEMENT Coverage provided under this policy is modified by the provisions of this endorsement. If there is any conflict between the provisions of this endorsement and the provision(s) of any state- specific endorsement also attached to this poli- cy, then the provision(s) of the state-specific endorsement shall apply instead of the provi- sions of this endorsement that are in conflict, but only to the extent of the conflict, and only to the extent necessary to bring such provisions into conformance with the state requirement(s) contained in the provision(s) of the state-specific endorsement. B. NEWLY ACQUIRED OR FORMED ENTITIES The Named Insured shown in the Declarations is amended to include any organization you newly acquire or form, other than a partnership, joint venture, or limited liability company, and over which you maintain ownership or majority (more than 50%) interest; if there is no other similar in- surance available to that organization. Coverage under this provision is afforded until the 180th day after you acquire or form the organization or the end of the policy period, whichever is later. C. EMPLOYEES AS INSUREDS – NONOWNED AUTOS The following is added to paragraph A.1. Who Is An Insured of SECTION II – COVERED AUTOS LIABILITY COVERAGE: d. Any "employee" of yours is an "insured" while using a covered "auto" you don't own, hire or borrow in your business or your per- sonal affairs. D. ADDITIONAL INSURED BY CONTRACT, PERMIT OR AGREEMENT The following is added to A.1. Who Is An In- sured of SECTION II – COVERED AUTOS LIABILITY COVERAGE: Any person or organization that you are re- quired to name as an additional insured in a written contract or agreement that is executed or signed by you prior to a “bodily injury” or “property damage” occurrence is an “insured” for Covered Auto Liability coverage. How- ever, with respect to covered “autos”, such person or organization is an insured only to the extent that person or organization qualifies as an “insured” under A.1. Who is an Insured of SECTION II – COVERED AUTOS LIABILITY COVERAGE: If specifically required by the written contract or agreement referenced in the paragraph above, any coverage provided by this endorsement to an additional insured shall be primary and any other valid and collectible insurance avail- able to the additional insured shall be non- contributory with this insurance. If the written contract does not require this coverage to be primary and the additional insured’s coverage to be non-contributory, then this insurance will be excess over any other valid and collectible insur- ance available to the additional insured. E. SUPPLEMENTARY PAYMENTS – BAIL BONDS Supplementary Payments of SECTION II – COVERED AUTOS LIABILITY COVERAGE is revised as follows: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic law violations) re- quired because of an “accident” we cover. We do not have to furnish these bonds. F. SUPPLEMENTARY PAYMENTS – LOSS OF EARNINGS Supplementary Payments of SECTION II – COVERED AUTOS LIABILITY COVERAGE is revised as follows: (4) All reasonable expenses incurred by the “in- sured” at our request, including actual loss of earnings up to $1,000 a day because of time off from work. G. PERSONAL EFFECTS AND PROPERTY OF OTHERS EXTENSION 1. The Care, Custody or Control Exclusion of SECTION II – COVERED AUTOS LIABILITY COVERAGE, does not apply to "property dam- age" to property, other than your property, up to an amount not exceeding $500 in any one "acci- dent". Coverage is excess over any other valid and collectible insurance. 2. The following paragraph is added to A.4. Coverage Extensions of SECTION III - PHYSICAL DAMAGE COVERAGE: c. We will pay up to $1,000 for your prop- erty that is lost or damaged as a result of a covered “loss”, without applying a deductible. Coverage is excess over any other valid and collectible insur- ance. Page 2 of 7 Includes copyrighted material of Insurance Services Office, Inc. AC 70 06 03 16 with its permission COMMERCIAL AUTO AC 70 06 03 16 H. PREJUDGMENT INTEREST COVERAGE The following paragraph is added to SECTION II – COVERED AUTOS LIABILITY COVERAGE, 2. Coverage Extensions, a. Supplementary Payments: (7) Prejudgment interest awarded against the “insured” on that part of the judgment we pay. If we make an offer to pay the appli- cable limit of insurance, we will not pay any prejudgment interest based on that period of time after the offer. I. FELLOW EMPLOYEE The Fellow Employee Exclusion of SECTION II - COVERED AUTOS LIABILITY COVERAGE, does not apply if the “bodily Injury” results from the use of a covered “auto” you own or hire. The insurance provided under this provision is excess over any other collectible insurance. J. HIRED AUTO PHYSICAL DAMAGE If covered "auto" designation symbols 1 or 8 ap- ply to Liability Coverage and if at least one "au- to" you own is covered by this policy for Com- prehensive, Specified Causes of Loss, or Colli- sion coverages, then the Physical Damage coverages provided are extended to "autos" you lease, hire, rent or borrow without a driver; and provisions in the Business Auto Coverage Form applicable to Hired Auto Physical Damage apply up to a limit of $125,000. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. Any Compre- hensive deductible does not apply to fire or lightning. K. TEMPORARY SUBSTITUTE AUTOS – PHYSICAL DAMAGE COVERAGE The following is added to paragraph C. Certain Trailers, Mobile Equipment And Temporary Substitute Autos of SECTION I – COVERED AUTOS: If Physical Damage Coverage is provided by this Coverage Form, the following types of vehicles are also covered "autos" for Physi- cal Damage Coverage: Any "auto" you do not own while used with the permission of its owner as a temporary substitute for a covered "auto" you own that is out of service because of its: a. Breakdown; b. Repair; c. Servicing; d. "Loss"; or e. Destruction The coverage that applies is the same as the coverage provided for the vehicle being replaced. L. EXPANDED TOWING COVERAGE 1. We will pay up to: a. $150 for a covered "auto" you own of the private passenger type, or b. $750 for a covered "auto" you own that is not of the private passenger type, for towing and labor costs incurred each time the covered "auto" is disabled. Howev- er, the labor must be performed at the place of disablement. 2. This coverage applies only for an "auto" covered on this policy for Comprehensive or Specified Causes of Loss Coverage and Collision Coverages. 3. Payment applies in addition to the otherwise applicable amount of each coverage you have on a covered “auto”. M. AUTO LOAN OR LEASE COVERAGE 1. In the event of a total "loss" to a covered "auto", we will pay any unpaid amount due on the loan or lease, including up to a max- imum of $500 for early termination fees or penalties, for your covered "auto" less: a. The amount paid under SECTION III – PHYSICAL DAMAGE COVERAGE of this policy; and b. Any: 1) Overdue lease/loan payments at the time of the "loss"; 2) Financial penalties imposed under a lease for excessive use, abnormal wear and tear or high mileage; 3) Security deposits not refunded by a lessor; 4) Costs of extended warranties, Credit Life insurance, Health, Accident, or Disability insurance purchased with the lease; and 5) Carry-over balances from previous leases. 2. This coverage only applies to a "loss" which is also covered under this policy for Com- prehensive, Specified Causes of Loss, or Collision coverage. AC 70 06 03 16 Includes copyrighted material of Insurance Services Office, Inc. Page 3 of 7 with its permission COMMERCIAL AUTO AC 70 06 03 16 3. Coverage does not apply to any unpaid amount due on a loan for which the covered “auto” is not the sole collateral. N. ORIGINAL EQUIPMENT MANUFACTURER PARTS – LEASED PRIVATE PASSENGER TYPES Under Paragraph C. Limit of Insurance of SECTION III – PHYSICAL DAMAGE COVERAGE, Section 4 is added as follows: 4. We will use new original equipment vehicle manufacturer parts for any private passen- ger type covered “auto” where required by the lease agreement which has a term of at least six months. If a new original equip- ment vehicle manufacturer part is not in pro- duction or distribution we may use a like, kind and quality replacement part. O. DEDUCTIBLE AMENDMENTS The following are added to the Deductible provi- sion of SECTION III – PHYSICAL DAMAGE COVERAGE: If another policy or coverage form that is not an automobile policy or coverage form issued by this company applies to the same “accident”, the following applies: 1. If the deductible under this coverage is the smaller (or smallest) deductible, it will be waived: 2. If the deductible under this coverage is not the smaller (or smallest) deductible, it will be reduced by the amount of the smaller (or smallest) deductible. If a Comprehensive or Specified Causes of Loss Coverage “loss” from one “accident” involves two or more covered “autos”, only the highest deductible applicable to those coverages will be applied to the “accident,” if the cause of the loss is covered for those vehicles. This provision only applies if you carry Comprehensive or Specified Causes of Loss Coverage for those vehicles, and does not extend coverage to any covered “autos” for which you do not carry such coverage. No deductible applies to glass if the glass is re- paired, in a manner acceptable to us, rather than replaced. P. EXPANDED TRANSPORTATION EXPENSE Paragraph A.4.a. of SECTION III – PHYSICAL DAMAGE COVERAGE is replaced by the following: We will pay up to $50 per day to a maximum of $1500 for temporary transportation expense in- curred by you because of the total theft of a covered "auto" of the private passenger type. We will only pay for those covered "autos" for which you carry Comprehensive or Specified Causes of Loss Coverage. We will pay for tem- porary transportation expenses incurred during the period beginning 24 hours after the theft and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". Q. EXTRA EXPENSE – STOLEN AUTOS The following paragraph is added to Section A.4. of SECTION III – PHYSICAL DAMAGE COVERAGE: c. We will pay for up to $5,000 for the expense of returning a stolen covered “auto” to you. We will pay only for those covered “autos” for which you carry Comprehensive or Spec- ified Causes of Loss Coverage. R. PHYSICAL DAMAGE LIMIT OF INSURANCE Under SECTION III – PHYSICAL DAMAGE COVERAGE, Paragraph C., Limit of Insurance is replaced by the following: C. Limit Of Insurance 1. The most we will pay for “loss” in any one “accident” is the lesser of: a. The actual cash value of the damaged or stolen property as of the time of the “loss”, or b. The cost of repairing or replacing the damaged or stolen property. 2. $2000 is the most we will pay for “loss” in any one “accident” to all electronic equip- ment that reproduces, receives or transmits audio, visual or data signals which, at the time of “loss”, is: a. Permanently installed in or upon the covered “auto” in a housing, opening or other location that is not normally used by the “auto” manufacturer for the instal- lation of such equipment. b. Removable from a permanently installed housing unit as described in Paragraph 2.a. above or is an integral part of that equipment; or c. An integral part of such equipment. 3. An adjustment for depreciation and physical condition will be made in determining actual cash value in the event of a total “loss”. 4. The cost of repairing or replacing may: Page 4 of 7 Includes copyrighted material of Insurance Services Office, Inc AC 70 06 03 16 with its permission. COMMERCIAL AUTO AC 70 06 03 16 a. Be based on an estimate which includes parts furnished by the original equip- ment manufacturer or other sources in- cluding non-original equipment manu- facturers and b. If a repair or replacement results in bet- ter than like kind or quality, we will not pay for the amount of the net improve- ment. 5. If we offer to pay the actual cash value of the damaged or stolen property, we will value auto advertising wraps, paint customi- zation, and similar business related advertis- ing modifications, in addition to the actual cash value of the property. Auto advertising wraps, paint customization, and similar business related advertising modifications will be valued at the cost to replace them with an adjustment made for depreciation and physical condition. S. NEW VEHICLE REPLACEMENT COST The following is added to the Limit of Insurance provision of SECTION III – PHYSICAL DAMAGE COVERAGE: 5. The provisions of paragraphs 1.and 3. do not apply to a covered “auto“ of the private passenger type or a vehicle with a gross ve- hicle weight rating of 20,000 pounds or less which is a “new vehicle.” In the event of a total “loss” to your “new ve- hicle” to which this coverage applies, we will pay at your option: a. The verifiable “new vehicle” purchase price you paid for your damaged vehi- cle, not including any insurance or war- ranties purchased; b. If it is available, the purchase price, as negotiated by us, of a “new vehicle” of the same make, model, and equipment or the most similar model available, not including any furnishings, parts, or equipment not installed by the manufac- turer or manufacturers’ dealership; or . c. The market value of your damaged ve- hicle, not including any furnishings, parts, or equipment not installed by the manufacturer or manufacturer’s dealer- ship. We will not pay for initiation or set up costs associated with loans or leases As used in this endorsement, a “new vehi- cle” means an “auto” of which you are the original owner that has not been previously titled and which you purchased less than 365 days before the date of the “loss”. T. PHYSICAL DAMAGE COVERAGE EXTENSIONS Under SECTION III – PHYSICAL DAMAGE COVERAGE, A. Coverage, 4. Coverage Exten- sions, b. Loss of Use Expenses is replaced by the following: b. Loss of Use Expenses For Hired Auto Physical Damage, we will pay expenses for which an “insured” becomes legally responsible to pay for loss of use of a vehicle rented or hired without a driver, under a written rental contract or agreement. We will pay for loss of use expenses if caused by: (1) Other than collision if the Decla- rations indicate that Comprehen- sive Coverage is provided for any covered “auto”; (2) Specified Causes of Loss only if the Declarations indicate that Specified Causes of Loss Cover- age is provided for any covered “auto”; or (3) Collision only if the Declarations indicate that Collision Coverage is provided for any covered “auto.” However, the most we will pay for any expenses for loss of use is $50 per day, to a maximum of $1,500. The insurance provided by this provision is excess over any other collectible insurance. U. BUSINESS INCOME AND EXTRA EXPENSE COVERAGE 1. Business Income Coverage We will pay the actual loss of business in- come sustained by you as a result of the necessary suspension of your business dur- ing the period of restoration due to “loss” to a covered “auto” used in your business. The loss must be caused by a cause of loss cov- ered under item A1 of Physical Damage Coverage in this Coverage Part. 2. Extra Expense Coverage We will pay the necessary and reasonable extra expenses that you incur during the pe- riod of restoration that you would not have incurred had there been no “loss” to a cov- ered “auto” used in your business. The loss AC 70 06 03 16 Includes copyrighted material of Insurance Services Office, Inc. Page 5 of 7 with its permission COMMERCIAL AUTO AC 70 06 03 16 must be caused by a cause of loss listed under item A1 of Physical Damage Cover- age in this Coverage Part. Extra Expenses means those expenses you incur to avoid or minimize the suspension of business and to continue your business operations. 3. Additional Conditions We will not pay for “loss” or expenses caused by suspension, lapse or cancellation of any license, lease or contract. But if the suspension, lapse or cancellation is directly caused by the suspension of your business, we will cover such “loss” that affects your business income. We will not pay under this coverage if you do not repair or replace the covered “auto”. You must resume all or part of your business as quickly as possible. If you have other autos you can use to reduce the amount of loss payable under this cov- erage, you are required to use them. We will pay for expenses you incur to reduce the amount that otherwise would have been payable under this coverage. We will not pay more than the amount by which you ac- tually reduce the business income loss or extra expense incurred. 4. Limit The most we will pay for “loss” arising out of one covered “auto” is $10,000 per loss with an annual aggregate of $20,000. Payment applies in addition to the otherwise applica- ble amount of each coverage you have on a covered “auto”. 5. Definitions a. "Business Income" means the: 1.). Net income (Net profit or loss before income taxes) that would have been earned or incurred if no loss would have occurred; and 2.). Continuing normal operating expenses incurred, including payroll. b. ”Period of Restoration" means the period of time that: 1.). Begins: (a) 24 hours after the time of loss for Business Income Coverage; or (b) Immediately after the time of loss for Extra Expense Coverage; and 2.) Ends at the earliest of: (a) The time required to resume your normal business opera- tions; or (b) The time that is reasonably necessary to repair or replace the covered auto with a maxi- mum time period of 180 days. Period of Restoration does not include any increased period required due to the enforcement of any ordinance or law that re- quires any insured or others to test for, monitor, clean up, re- move, contain, treat, detoxify or neutralize or in any way respond to or assess the effects of pollu- tants. The expiration date of this policy will not cut short the peri- od of restoration. V. TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US The following is added to the Transfer Of Rights Of Recovery Against Others To Us Condition: We waive any right of recovery we may have against any person or organization to the extent required of you by a written con- tract executed prior to any “accident” be- cause of payments we make for damages under this coverage form. W. NOTICE OF AND KNOWLEDGE OF OCCURRENCE SECTION IV – BUSINESS AUTO CONDITIONS, Paragraph A is amended as follows: 6. NOTICE OF AND KNOWLEDGE OF OCCURRENCE a. Your obligation in the Duties in the Event of Accident, Claim, Suit or Loss Condi- tion relative to notification require- ments applies only when the “accident” or “loss” is known to: (1) You, if you are an individual; (2) A partner, if you are a partnership; (3) A member, if you are a limited liability company; or (4) An executive officer or insurance manager, if you are a corporation. b. Your obligation in the. Duties in the Event of Accident, Claim, Suit or Loss Condition relative to providing us with documents concerning a claim or “suit” will not be Page 6 of 7 Includes copyrighted material of Insurance Services Office, Inc. AC 70 06 03 16 with its permission COMMERCIAL AUTO AC 70 06 03 16 considered breached unless the breach occurs after such claim or “suit” is known to: (1) You, if you are an individual; (2) A partner, if you are a partnership; (3) A member, if you are a limited liability company; or (4) An executive officer or insurance manager, if you are a corporation. X. HIRED CAR – COVERAGE TERRITORY Item (5) of the Policy Period, Coverage Territory General Condition is replaced by the following: (5) Anywhere in the world if a covered “auto” is leased, hired, rented or borrowed without a driver for a period of 30 days or less; and Y. EMERGENCY LOCKOUT We will reimburse you up to $100 for reasonable expense incurred for the services of a locksmith to gain entry into your covered “auto” subject to these provisions: 1. Your door key, electronic key or key entry pad has been lost, stolen or locked in your covered “auto” and you are unable to enter such “auto” , or 2. Your keyless entry device battery dies and you are unable to enter such "auto" as a result, 3. Your key, electronic key or key entry pad has been lost or stolen and you have changed the lock to prevent an unauthorized entry; and 4. Original copies of receipts for services of a locksmith must be provided before reimbursement is payable. Z. CANCELLATION CONDITION Paragraph A.2. of the COMMON POLICY CONDITION – CANCELLATION applies except as follows: If we cancel for any reason other than nonpay- ment of premium, we will mail or deliver to the First Named Insured written notice of cancella- tion at least 60 days before the effective date of cancellation. This provision does not apply in those states that require more than 60 days prior notice of cancellation. AC 70 06 03 16 Includes copyrighted material of Insurance Services Office, Inc. Page 7 of 7 with its permission 006213-I PLRF'ORMANCE BOND Page 1 of 3 1 2 3 4 5 6 fll 8 9 10 11 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 62 13 PERFORMANCE BOND Bond No. EACX4023096 § § KNOW ALL BY THESE PRESENTS: § That we, Wildstone Construction, LLC, known as"Principal" herein and Endurance Assurance Corporation , a corporate surety(sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Northwest Independent School District, 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, _Four hundred and fifty thousand dollars and no/100 14 ($450,000.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 15 Texas for the payment of which sum well and truly to be made jointly unto the Developer and the 16 City as dual obligees, we bind ourselves, our heirs, executors, administrators, successors and 17 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 Number CFA21-0164;and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded nd 22 the �� day of 1'V1 � 2c rl , 20 2 z, which Contract is hereby referred to and made a 23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 24 and other accessories defined by law, in the prosecution of the Work, including any Change 25 f►•L7 27 Orders, as provided for in said Contract designated as Water, Sewer, and Drainage Improvements for Hatfield Elementary School. NOW, THEREFORE, the condition of this obligation is such that if the said Principal 28 shall faithfully perform it obligations under the Contract and shall in all respects duly and 29 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 30 specifications, and contract documents therein referred to, and as well during any period of 31 32 extension of the Contract that may be granted on the part of the Developer and/or City, then this obligation shall be and become null and void, otherwise to remain in full force and effect. CITY OF FORT WORTH Hatfield Clementary School STANDARD CITY CONDITIONS — D�VCLOPCR AWARDED PROJECTS CPN 103757 Revised January 31, 2012 006213-2 PERFORMANCE BOND Page 2 of 3 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. CITY OF FORT WORTI-I Hatfield Elementary School STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 103757 Revised January 31, 2012 006213-3 PERFORMANCG BOND Page 3 of 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 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this , �d instrument by duly authorized agents and officers on this the -� day of t'� Fl 2crl , 20 17- . ATTES : � ' cipa Secretary � Witness as to Principal Win ss stoS Benjamin K. Far tness PRINCIPAL: Wildstone Construction, LLC Address: 12850 Hi�hwa 287, Fort Worth. Texas 76052 SURETY: Endurance Assurance Corporation BY: J 1'. Signature Sean McCauley, Jr., Attorney-In-Pa„�t Name and Title f�ddt0S5: 1221 Avenue of the Americas, 18th Floor New York NY 10020 Telephone Number: 1-s77-676-7575 *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 — DEVELOPCR AWARDED PROJECTS Revised January 31, 2012 Hatfield Elementary School CPN 103757 Name and Title �� � SOMPO INTERNATIONAL :� :.��:� POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporetion, a Delaware corporation, Endurance American Insurance Company, a Delaware corporation, Lexon Insurance Company, a Texas corporation, andlor Bond Safeguard Insurance Company, a South Dakota corporation, each, a"Company" and collectively, "Sompo International," do hereby constitute and appoint: Sean McCauley, Jr., Claudia Nunez, Benjamin K. Farley, Sam Duckett as true and lawful Attorney(s)- In-Fact to make, execute, seal, and deliver for, and on its behalf as surery or co-surety; bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of ONE HUNDRED MILLION Dollars ($100,000,000.00). Such bonds and undertakings for said purposes, when duly executed by said attorney(s)-in-fact, shall be binding upon the Company as fully and to the same extent as if signed by the President of the Company under its corporate seal attested by its Corporate Secretary. This appointment is made under and by authority of certain resolutions adopted by the sole shareholder of each Company by unanimous written consent effective the 15'n day of June, 2019, a copy of which appears below under the heading entitled "Certificate". This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the sole shareholder of each Company by unanimous written consent effective the 15'h day of June, 2019 and said resolution has not since been revoked, amended or repealed: RESOLVED, that the signature of an individual named above and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF, each Company has caused this instrument to be signed by the following officers, and its corporate seal to be affixed this 15'" day of June, 2019. Endurance Assurance Corporation �� , r � �,i . � ' � � � By i�� i ;� � , i i:,, �.•' .� r , , �i � _- Ricfiard Appel; �,1(F��B�,�Senior�Counsel ,,o�ysuran���,, �, ,J.pi or i , o' � .� Tr..,,.p s � ' SEAL �. � _ :� �', 2002 ; �' ` y . oE�r;,vi,rtE,.,�o;,= ... , a° n�um �»a". Endurence American ` ,�J Insurance�Compapy ( ,: : f � � �% By:ff'� . �i.,' � / ' � I �/��. f � Richard Appel;,,SNP��B.,�Senior Counsel ,.• �\�an I�'s4 a, ,:��v�POR;qC a�n,, � °' � SEAL �' `° ` : m', 1996 ;�°_ � � j��. PEL/P.ru'��kE,. Z� .,- .'.,6G� _• .•��,� . a`�� Lexon Insurance Company ;; � � ; �; � , ! By ���� =-� � .-.' � f ! � � f�'f• Richard Appel; Sy�,�Senior Coi `������,,,,.����"' ACKNOWLEDGEMENT `; VRAM��.0 0 xp2 Jo,a•.�r,�. �7 �SEAL{ o .r �o %�/ �:� �t� = � a �j f oi Y 1� Bond Safeguard � : = �;' Insurance Company i� �t � �i i� t /, ; ' By,'�.'r,;' %f � �,,r„ v�' insel Richard Appel, SVP & �enior-Counsel ��� sNS��y , � P. �t �'' ou�i c'� =, ,- rn � pNir�i.� ' u ` _ �-, rrr;UF.anir,G ::. -� ctir,�Faw�r ;�.�.,� : rct� r : ���� On this 151h day of June, 2019, before me, personally came the above signatories known to me, who being duly sworn, did depose and say that he/tF�ey�l�'AF1o�ficer of each of the Companies; and that he executed said instrument on behalf of each Company by authority of his office under th by ws of each Company � a;�Y.•AYL�A '�, Si�tE _ a : - IENNESSEE - gy: - �,.A„ _ Amy aylor, Not Public My Commissie� .Fxpires 5/g/23,-' CERTIFICATE �., Qay��•��� � �,�������'� I, the undersigned Officer of each Company, DO HEREBY CERTIFY that: 1. That the original power of attorney of which the foregoing is a copy was duly executed on behalf of each Company and has not since been revoked amended or modified; that the undersigned has compared the foregoing copy thereof with the original power of attorney, and that the same is a true and correct copy of the original power of attorney and of the whole thereof, 2. The following are resolutions which were adopted by the sole shareholder of each Company by unanimous written consent effective June 15, 2019 and said resolutions have not since been revoked, amended or modified: "RESOLVED, that each of the individuals named below is authorized to make, execute, seal and deliver for and on behalf of the Company any and all bonds, undertakings or obligations in surety or co-surety with others: RICHARD M. APPEL, BRIAN J. BEGGS, CHRISTOPHER DONELAN, SHARON L. SIMS, CHRISTOPHER L. SPARRO, MARIANNE L. WILBERT : and be it further RESOLVED, that each of the individuals named above is authorized to appoint attorneys-in-fact for the purpose of making, executing, sealing and delivering bonds, undertakings or obligations in surety or co-surety for and on behalf of the Company." 3. The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this 3� d day of 1�Qa�-N 20 ZL By: Daniel S. L rie, e retary NOTICE: U. S. TREASURY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL (OFAC) No coverage is provided by this Notice nor can it be construed to replace any provisions of any surety bond or other surety coverage provided. This Notice provides information concerning possible impact on your surety coverage due to directives issued by OFAC. Please read this Notice carefully. The Office of Foreign Assets Control (OFAC) administers and enforces sanctions policy, based on Presidential declarations of "national emergency". OFAC has identified and listed numerous foreign agents, front organizations, terrorists, terroristorganizations, and narcotics traffickers as "Specially Designated Nationals and Blocked Persons". This list can be located on the United States Treasury's website — https://www.treasurv.qov/resource-center/sanctions/SDN-List. In accordance with OFAC regulations, if it is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions law or is a Specially Designated National and Blocked Person, as identified by OFAC, any coverage will be considered a blocked or frozen contract and all provisions of any coverage provided are immediately subject to OFAC. When a surety bond or other form of surety coverage is considered to be such a blocked or frozen contract, no payments nor premium refunds may be made wilhout authorization from OFAC. Other limitations on the premiums and payments may also apply. Any reproductions are void. Surety Claims Submission: LexonClaimAdministratlon(a�sompo-intl.com Telephone: 615-553-9500 Mailing Address: Sompo International; 12890 Lebanon Road; Mount Juliet, TN 37122-2870 Texas Department of Insurance Amended Certificate of Authority License no. 96259 Department Certification Licensed since: December 27, 2007 Endurance Assurance Corporation (foreign stock fire and casualty company) organized under the laws of the state of Delaware This entity has complied with the laws of the state of Texas, as applicable, and is authorized to transact the following lines of insurance: Accident, Aircraft Liability, Aircraft Physical Damage, Allied Coverages, Auto Physical Damage, Automobile Liability, Boiler & Machinery, Burglary & Theft, Credit, Employers' Liability, Fidelity 8� Surety, Fire, Forgery, Glass, Hail, Health, Inland Marine, Liability Other than Auto, Livestock, Ocean Marine, Rain, Workers Comp and Emp Liability This amended certificate of authority is in full force and effect until it is revoked, canceled, or suspended according to law. Given under my hand and official seal of office in the city of Austin, September 29, 2016 DAV I D C. MATTAX COMMISSIONER OF INSURANCE BY � . . . i ..1...�� � . .. Jeff Hunt, Director Company Licensing and Registration Commissioner's order no. 3632 ��~ � c��- � ti ^� � -� js� . �'' i� F�/� ti �i F" �i �r�j � �' i'7k .�; * f:r;\ 1�� , Policyholder Notice TEXAS - IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una You may call the company's telephone number for queja: information or to make a complaint at: Usted puede Ilamar al numero de telefono de la compania para informacion o para someter una queja al: 1-877-676-7575 You may write the Company at: Endurance Assurance Corporation Attention: Surety 1221 Avenue of the Americas, 18th Floor New York, NY 10020 1-877-676-7575 Usted tambien puede escribir a: Endurance Assurance Corporation Attention: Surety 1221 Ayenue of the Americas, 18th Floor New York, NY 10020 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 PO Box 149104 Austin, TX 78714-9104 FAX# (512) 490-1007 Web: http://www.tdi. texas.�ov E-mail: ConsumerProtection@tdi. texas.�ov Puede communicarse 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 PO Box 149104 Austin, TX 78714-9104 FAX# (512) 475-1771 Web: http://www.tdi. texas.gov E-mail: ConsumerProtection@tdi. texas.�ov PREMIUM OR CLAIM DISPUTES: Should you have a DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene dispute concerning your premium or about a claim una disputa concerniente a su prima o a un you should contact the company first. If the dispute reclamo, debe comunicarse con la compania is not resolved, you may contact the Texas primero. Si no se resuelve la disputa, puede Department of Insurance. entonces comunicarse con el departamento (TDI). ATTACH THIS NOTICE TO YOUR POLICY: This notice UNA ESTE AVISO A SU POLIZA: Este aviso es solo is for information only and does not become a part para proposito de informacion y no se convierte en or condition of the attached document. parte o condicion del documento adjunto. 00 62 14 - 1 PAYMENT BOND Page 1 of 2 1 SECTION 00 62 14 2 PAYMENT BOND Bond No. �ACX4023096 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Wildstone Construction, LLC , known as "Principal" herein, 8 and Endurance Assurance Corporation , a corporate surety ( 9 or sureties if more than one), duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Northwest 11 Independent School District, authorized to do business in Texas "(Developer"), and the City of 12 Fort Worth, a Texas municipal corporation ("City"), in the penal sum of Four hundred and fifty 13 thousand dollars and no/100 ($450,000.00), 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 be made jointly unto 15 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 Number CFA21-0164; and 20 WHEREAS, Principal has entered into a certain written Contract with Developer, 21 awarded the �'�'� day of /'VI,��zcN , 20 yz , which Contract is hereby 22 referred to and made a part hereof for all purposes as if fully set forth herein, to fiirnish all 23 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 24 Work as provided for in said Contract and designated as Water, Sewer, and Drainage 25 Improvements for Ha�eld Elementary School. 26 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 27 Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in 28 Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under 29 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 30 force and effect. CITY OF F02T WORTH Hatfield Elementary School STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS CPN 103757 Revised January 31, 2012 006214-2 PAYMENT BOND Page 2 of 2 0 This bond is made and executed in compliance with the provisions of Chapter 2253 of the Texas Government Code, as amended, and all liabilities on this bond shall be determined in 2 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 3 f� day of 6 /i�l A izcrl , 20 2 Z 7 ATT T: � rinci al) Secretary Witness as to Principal ATTEST: (SUI'ety �1=i -- g jamin K. Fariey, Witness Witness as to Surety Sam Duckett 8 9 10 11 12 13 PRINCIPAL: Wildstone Construction LLC, BY: Signat John Kolb„ � resident Name and Title � Address: 12850 Hi�hwa. 287, Fort Worth, Texas, 76052 SURETY: Endurance Assurance Corporation BY: �- �r. Signature Sean McCauley, Jr., Attorney-In-Fact Name and Title Addl'eSS: 1221 Avenue of the Americas, 18th Floor New York, NY 10020 Telephone Number: 1-s77-676-7575 Note: If signed by an officer of the Surety, there must be on file a certified extract from the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. 14 END OF SECTION CITY OP FORT WORTH Hatfield Elementary School STANDARD CITY COND[TIONS — DEVELOPER AWARDED PROJECTS CPN 103757 Revised January 31, 2012 �� � SOMPO INTERNATIONAL :� :.��:� POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporetion, a Delaware corporation, Endurance American Insurance Company, a Delaware corporation, Lexon Insurance Company, a Texas corporation, andlor Bond Safeguard Insurance Company, a South Dakota corporation, each, a"Company" and collectively, "Sompo International," do hereby constitute and appoint: Sean McCauley, Jr., Claudia Nunez, Benjamin K. Farley, Sam Duckett as true and lawful Attorney(s)- In-Fact to make, execute, seal, and deliver for, and on its behalf as surery or co-surety; bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of ONE HUNDRED MILLION Dollars ($100,000,000.00). Such bonds and undertakings for said purposes, when duly executed by said attorney(s)-in-fact, shall be binding upon the Company as fully and to the same extent as if signed by the President of the Company under its corporate seal attested by its Corporate Secretary. This appointment is made under and by authority of certain resolutions adopted by the sole shareholder of each Company by unanimous written consent effective the 15'n day of June, 2019, a copy of which appears below under the heading entitled "Certificate". This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the sole shareholder of each Company by unanimous written consent effective the 15'h day of June, 2019 and said resolution has not since been revoked, amended or repealed: RESOLVED, that the signature of an individual named above and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF, each Company has caused this instrument to be signed by the following officers, and its corporate seal to be affixed this 15'" day of June, 2019. Endurance Assurance Corporation �� , r � �,i . � ' � � � By i�� i ;� � , i i:,, �.•' .� r , , �i � _- Ricfiard Appel; �,1(F��B�,�Senior�Counsel ,,o�ysuran���,, �, ,J.pi or i , o' � .� Tr..,,.p s � ' SEAL �. � _ :� �', 2002 ; �' ` y . oE�r;,vi,rtE,.,�o;,= ... , a° n�um �»a". Endurence American ` ,�J Insurance�Compapy ( ,: : f � � �% By:ff'� . �i.,' � / ' � I �/��. f � Richard Appel;,,SNP��B.,�Senior Counsel ,.• �\�an I�'s4 a, ,:��v�POR;qC a�n,, � °' � SEAL �' `° ` : m', 1996 ;�°_ � � j��. PEL/P.ru'��kE,. Z� .,- .'.,6G� _• .•��,� . a`�� Lexon Insurance Company ;; � � ; �; � , ! By ���� =-� � .-.' � f ! � � f�'f• Richard Appel; Sy�,�Senior Coi `������,,,,.����"' ACKNOWLEDGEMENT `; VRAM��.0 0 xp2 Jo,a•.�r,�. �7 �SEAL{ o .r �o %�/ �:� �t� = � a �j f oi Y 1� Bond Safeguard � : = �;' Insurance Company i� �t � �i i� t /, ; ' By,'�.'r,;' %f � �,,r„ v�' insel Richard Appel, SVP & �enior-Counsel ��� sNS��y , � P. �t �'' ou�i c'� =, ,- rn � pNir�i.� ' u ` _ �-, rrr;UF.anir,G ::. -� ctir,�Faw�r ;�.�.,� : rct� r : ���� On this 151h day of June, 2019, before me, personally came the above signatories known to me, who being duly sworn, did depose and say that he/tF�ey�l�'AF1o�ficer of each of the Companies; and that he executed said instrument on behalf of each Company by authority of his office under th by ws of each Company � a;�Y.•AYL�A '�, Si�tE _ a : - IENNESSEE - gy: - �,.A„ _ Amy aylor, Not Public My Commissie� .Fxpires 5/g/23,-' CERTIFICATE �., Qay��•��� � �,�������'� I, the undersigned Officer of each Company, DO HEREBY CERTIFY that: 1. That the original power of attorney of which the foregoing is a copy was duly executed on behalf of each Company and has not since been revoked amended or modified; that the undersigned has compared the foregoing copy thereof with the original power of attorney, and that the same is a true and correct copy of the original power of attorney and of the whole thereof, 2. The following are resolutions which were adopted by the sole shareholder of each Company by unanimous written consent effective June 15, 2019 and said resolutions have not since been revoked, amended or modified: "RESOLVED, that each of the individuals named below is authorized to make, execute, seal and deliver for and on behalf of the Company any and all bonds, undertakings or obligations in surety or co-surety with others: RICHARD M. APPEL, BRIAN J. BEGGS, CHRISTOPHER DONELAN, SHARON L. SIMS, CHRISTOPHER L. SPARRO, MARIANNE L. WILBERT : and be it further RESOLVED, that each of the individuals named above is authorized to appoint attorneys-in-fact for the purpose of making, executing, sealing and delivering bonds, undertakings or obligations in surety or co-surety for and on behalf of the Company." 3. The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this 3� d day of 1�Qa�-N 20 ZL By: Daniel S. L rie, e retary NOTICE: U. S. TREASURY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL (OFAC) No coverage is provided by this Notice nor can it be construed to replace any provisions of any surety bond or other surety coverage provided. This Notice provides information concerning possible impact on your surety coverage due to directives issued by OFAC. Please read this Notice carefully. The Office of Foreign Assets Control (OFAC) administers and enforces sanctions policy, based on Presidential declarations of "national emergency". OFAC has identified and listed numerous foreign agents, front organizations, terrorists, terroristorganizations, and narcotics traffickers as "Specially Designated Nationals and Blocked Persons". This list can be located on the United States Treasury's website — https://www.treasurv.qov/resource-center/sanctions/SDN-List. In accordance with OFAC regulations, if it is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions law or is a Specially Designated National and Blocked Person, as identified by OFAC, any coverage will be considered a blocked or frozen contract and all provisions of any coverage provided are immediately subject to OFAC. When a surety bond or other form of surety coverage is considered to be such a blocked or frozen contract, no payments nor premium refunds may be made wilhout authorization from OFAC. Other limitations on the premiums and payments may also apply. Any reproductions are void. Surety Claims Submission: LexonClaimAdministratlon(a�sompo-intl.com Telephone: 615-553-9500 Mailing Address: Sompo International; 12890 Lebanon Road; Mount Juliet, TN 37122-2870 Texas Department of Insurance Amended Certificate of Authority License no. 96259 Department Certification Licensed since: December 27, 2007 Endurance Assurance Corporation (foreign stock fire and casualty company) organized under the laws of the state of Delaware This entity has complied with the laws of the state of Texas, as applicable, and is authorized to transact the following lines of insurance: Accident, Aircraft Liability, Aircraft Physical Damage, Allied Coverages, Auto Physical Damage, Automobile Liability, Boiler & Machinery, Burglary & Theft, Credit, Employers' Liability, Fidelity 8� Surety, Fire, Forgery, Glass, Hail, Health, Inland Marine, Liability Other than Auto, Livestock, Ocean Marine, Rain, Workers Comp and Emp Liability This amended certificate of authority is in full force and effect until it is revoked, canceled, or suspended according to law. Given under my hand and official seal of office in the city of Austin, September 29, 2016 DAV I D C. MATTAX COMMISSIONER OF INSURANCE BY � . . . i ..1...�� � . .. Jeff Hunt, Director Company Licensing and Registration Commissioner's order no. 3632 ��~ � c��- � ti ^� � -� js� . �'' i� F�/� ti �i F" �i �r�j � �' i'7k .�; * f:r;\ 1�� , Policyholder Notice TEXAS - IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una You may call the company's telephone number for queja: information or to make a complaint at: Usted puede Ilamar al numero de telefono de la compania para informacion o para someter una queja al: 1-877-676-7575 You may write the Company at: Endurance Assurance Corporation Attention: Surety 1221 Avenue of the Americas, 18th Floor New York, NY 10020 1-877-676-7575 Usted tambien puede escribir a: Endurance Assurance Corporation Attention: Surety 1221 Ayenue of the Americas, 18th Floor New York, NY 10020 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 PO Box 149104 Austin, TX 78714-9104 FAX# (512) 490-1007 Web: http://www.tdi. texas.�ov E-mail: ConsumerProtection@tdi. texas.�ov Puede communicarse 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 PO Box 149104 Austin, TX 78714-9104 FAX# (512) 475-1771 Web: http://www.tdi. texas.gov E-mail: ConsumerProtection@tdi. texas.�ov PREMIUM OR CLAIM DISPUTES: Should you have a DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene dispute concerning your premium or about a claim una disputa concerniente a su prima o a un you should contact the company first. If the dispute reclamo, debe comunicarse con la compania is not resolved, you may contact the Texas primero. Si no se resuelve la disputa, puede Department of Insurance. entonces comunicarse con el departamento (TDI). ATTACH THIS NOTICE TO YOUR POLICY: This notice UNA ESTE AVISO A SU POLIZA: Este aviso es solo is for information only and does not become a part para proposito de informacion y no se convierte en or condition of the attached document. parte o condicion del documento adjunto. 006219-I MAINT�NANCG BOND Page 1 of 3 1 2 3 4 5 6 7 8 9 10 11 12 SECTION 00 62 19 MAINTENANCE BOND Bond No. EACX4023096 THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we Wildstone Construction, LLC , known as "Principal" herein and Endurance Assurance Carporation , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Northwest Independent School District, authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the sum of Four hundred and fiftv thousand dollars and no/100 13 �$450,000.00�, lawful money of the United States, to be paid in Fort Worth, Tarrant County, 14 Texas, for payment of which sum well and truly be made jointly unto the Developer and the City 15 as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, 16 successors and assigns, jointly and severally, firmly by these presents. 17 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 Number CFA21-0164 ;and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer 22 awarded the �-"� day of 1y1�2��� , 20 zz , which Contract is 23 hereby referred to and a made 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, including any Work resulting from a duly authorized Change Order (collectively herein, 26 the "Work") as provided for in said Contract and designated as Water, Sewer, and Drainage 27 Improvements for Hatfield Elementary School; and 28 29 30 31 32 33 WHEREAS, Principal binds itself to use such materials and to so construct the Work in accordance with the plans, specifications and Contract Documents that the Work is and will remain free from defects in materials or workmanship for and during the period of two (2) years after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and CITY OP PORT WORTH Hatfield Elementary School STANDARD CITY CONDITIONS — DEVELOPLR AWARDED PROJECTS CPN 103757 Revised January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 006219-2 MAINTENANCE BOND Page 2 of 3 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice from the Developer and/ar City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactory to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely noticed defective Work, it is agreed that the Developer or City may cause any and all such defective Work to be repaired and/or reconstructed with all associated costs thereof being borne by the Principal and the Surety under this Maintenance Bond; and PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OP FORT WORTH STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS Revised January 31, 2012 Hatfield Elementary School CPN 103757 006219-3 MAINTENANCC 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 3r d day of 1' �Fl2'-�� 3 ,20 ZZ. 4 5 6 7 8 9 10 11 ATTES • 12 � 13 14 rincip 1) ecretary 15 16 17 18 19 20 Witness as to Principal 21 22 23 24 25 26 27 28 29 ATTEST: 30 ' ' � 31 32 (Surety) 'et31'�- in K. Farley, Witness 33 ��c�^�" \ 34 35 Witness as to Surety Sam Duckett 36 Address: 12850 Hi�hwav 287 Fort Worth, Texas 76052 SURETY: Endurance Assurance Corporaticn BY: —" c Y � Signature Sean McCauley. Jr., Attornev-In-Fact Name and Title Address: 1221 Avenue of fhe Americas, 18th Floor New York, NY 10020 Telephone Number: 1-877-676-7575 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 PORT WORTH Hatfield Clementary School STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJCCTS CPN 103757 Revised January 31, 2012 PRINCIPAL: Wildstone Construction. LLC �� � SOMPO INTERNATIONAL :� :.��:� POWER OF ATTORNEY KNOW ALL BY THESE PRESENTS, that Endurance Assurance Corporetion, a Delaware corporation, Endurance American Insurance Company, a Delaware corporation, Lexon Insurance Company, a Texas corporation, andlor Bond Safeguard Insurance Company, a South Dakota corporation, each, a"Company" and collectively, "Sompo International," do hereby constitute and appoint: Sean McCauley, Jr., Claudia Nunez, Benjamin K. Farley, Sam Duckett as true and lawful Attorney(s)- In-Fact to make, execute, seal, and deliver for, and on its behalf as surery or co-surety; bonds and undertakings given for any and all purposes, also to execute and deliver on its behalf as aforesaid renewals, extensions, agreements, waivers, consents or stipulations relating to such bonds or undertakings provided, however, that no single bond or undertaking so made, executed and delivered shall obligate the Company for any portion of the penal sum thereof in excess of the sum of ONE HUNDRED MILLION Dollars ($100,000,000.00). Such bonds and undertakings for said purposes, when duly executed by said attorney(s)-in-fact, shall be binding upon the Company as fully and to the same extent as if signed by the President of the Company under its corporate seal attested by its Corporate Secretary. This appointment is made under and by authority of certain resolutions adopted by the sole shareholder of each Company by unanimous written consent effective the 15'n day of June, 2019, a copy of which appears below under the heading entitled "Certificate". This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the sole shareholder of each Company by unanimous written consent effective the 15'h day of June, 2019 and said resolution has not since been revoked, amended or repealed: RESOLVED, that the signature of an individual named above and the seal of the Company may be affixed to any such power of attorney or any certificate relating thereto by facsimile, and any such power of attorney or certificate bearing such facsimile signature or seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN WITNESS WHEREOF, each Company has caused this instrument to be signed by the following officers, and its corporate seal to be affixed this 15'" day of June, 2019. Endurance Assurance Corporation �� , r � �,i . � ' � � � By i�� i ;� � , i i:,, �.•' .� r , , �i � _- Ricfiard Appel; �,1(F��B�,�Senior�Counsel ,,o�ysuran���,, �, ,J.pi or i , o' � .� Tr..,,.p s � ' SEAL �. � _ :� �', 2002 ; �' ` y . oE�r;,vi,rtE,.,�o;,= ... , a° n�um �»a". Endurence American ` ,�J Insurance�Compapy ( ,: : f � � �% By:ff'� . �i.,' � / ' � I �/��. f � Richard Appel;,,SNP��B.,�Senior Counsel ,.• �\�an I�'s4 a, ,:��v�POR;qC a�n,, � °' � SEAL �' `° ` : m', 1996 ;�°_ � � j��. PEL/P.ru'��kE,. Z� .,- .'.,6G� _• .•��,� . a`�� Lexon Insurance Company ;; � � ; �; � , ! By ���� =-� � .-.' � f ! � � f�'f• Richard Appel; Sy�,�Senior Coi `������,,,,.����"' ACKNOWLEDGEMENT `; VRAM��.0 0 xp2 Jo,a•.�r,�. �7 �SEAL{ o .r �o %�/ �:� �t� = � a �j f oi Y 1� Bond Safeguard � : = �;' Insurance Company i� �t � �i i� t /, ; ' By,'�.'r,;' %f � �,,r„ v�' insel Richard Appel, SVP & �enior-Counsel ��� sNS��y , � P. �t �'' ou�i c'� =, ,- rn � pNir�i.� ' u ` _ �-, rrr;UF.anir,G ::. -� ctir,�Faw�r ;�.�.,� : rct� r : ���� On this 151h day of June, 2019, before me, personally came the above signatories known to me, who being duly sworn, did depose and say that he/tF�ey�l�'AF1o�ficer of each of the Companies; and that he executed said instrument on behalf of each Company by authority of his office under th by ws of each Company � a;�Y.•AYL�A '�, Si�tE _ a : - IENNESSEE - gy: - �,.A„ _ Amy aylor, Not Public My Commissie� .Fxpires 5/g/23,-' CERTIFICATE �., Qay��•��� � �,�������'� I, the undersigned Officer of each Company, DO HEREBY CERTIFY that: 1. That the original power of attorney of which the foregoing is a copy was duly executed on behalf of each Company and has not since been revoked amended or modified; that the undersigned has compared the foregoing copy thereof with the original power of attorney, and that the same is a true and correct copy of the original power of attorney and of the whole thereof, 2. The following are resolutions which were adopted by the sole shareholder of each Company by unanimous written consent effective June 15, 2019 and said resolutions have not since been revoked, amended or modified: "RESOLVED, that each of the individuals named below is authorized to make, execute, seal and deliver for and on behalf of the Company any and all bonds, undertakings or obligations in surety or co-surety with others: RICHARD M. APPEL, BRIAN J. BEGGS, CHRISTOPHER DONELAN, SHARON L. SIMS, CHRISTOPHER L. SPARRO, MARIANNE L. WILBERT : and be it further RESOLVED, that each of the individuals named above is authorized to appoint attorneys-in-fact for the purpose of making, executing, sealing and delivering bonds, undertakings or obligations in surety or co-surety for and on behalf of the Company." 3. The undersigned further certifies that the above resolutions are true and correct copies of the resolutions as so recorded and of the whole thereof. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal this 3� d day of 1�Qa�-N 20 ZL By: Daniel S. L rie, e retary NOTICE: U. S. TREASURY DEPARTMENT'S OFFICE OF FOREIGN ASSETS CONTROL (OFAC) No coverage is provided by this Notice nor can it be construed to replace any provisions of any surety bond or other surety coverage provided. This Notice provides information concerning possible impact on your surety coverage due to directives issued by OFAC. Please read this Notice carefully. The Office of Foreign Assets Control (OFAC) administers and enforces sanctions policy, based on Presidential declarations of "national emergency". OFAC has identified and listed numerous foreign agents, front organizations, terrorists, terroristorganizations, and narcotics traffickers as "Specially Designated Nationals and Blocked Persons". This list can be located on the United States Treasury's website — https://www.treasurv.qov/resource-center/sanctions/SDN-List. In accordance with OFAC regulations, if it is determined that you or any other person or entity claiming the benefits of any coverage has violated U.S. sanctions law or is a Specially Designated National and Blocked Person, as identified by OFAC, any coverage will be considered a blocked or frozen contract and all provisions of any coverage provided are immediately subject to OFAC. When a surety bond or other form of surety coverage is considered to be such a blocked or frozen contract, no payments nor premium refunds may be made wilhout authorization from OFAC. Other limitations on the premiums and payments may also apply. Any reproductions are void. Surety Claims Submission: LexonClaimAdministratlon(a�sompo-intl.com Telephone: 615-553-9500 Mailing Address: Sompo International; 12890 Lebanon Road; Mount Juliet, TN 37122-2870 Texas Department of Insurance Amended Certificate of Authority License no. 96259 Department Certification Licensed since: December 27, 2007 Endurance Assurance Corporation (foreign stock fire and casualty company) organized under the laws of the state of Delaware This entity has complied with the laws of the state of Texas, as applicable, and is authorized to transact the following lines of insurance: Accident, Aircraft Liability, Aircraft Physical Damage, Allied Coverages, Auto Physical Damage, Automobile Liability, Boiler & Machinery, Burglary & Theft, Credit, Employers' Liability, Fidelity 8� Surety, Fire, Forgery, Glass, Hail, Health, Inland Marine, Liability Other than Auto, Livestock, Ocean Marine, Rain, Workers Comp and Emp Liability This amended certificate of authority is in full force and effect until it is revoked, canceled, or suspended according to law. Given under my hand and official seal of office in the city of Austin, September 29, 2016 DAV I D C. MATTAX COMMISSIONER OF INSURANCE BY � . . . i ..1...�� � . .. Jeff Hunt, Director Company Licensing and Registration Commissioner's order no. 3632 ��~ � c��- � ti ^� � -� js� . �'' i� F�/� ti �i F" �i �r�j � �' i'7k .�; * f:r;\ 1�� , Policyholder Notice TEXAS - IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una You may call the company's telephone number for queja: information or to make a complaint at: Usted puede Ilamar al numero de telefono de la compania para informacion o para someter una queja al: 1-877-676-7575 You may write the Company at: Endurance Assurance Corporation Attention: Surety 1221 Avenue of the Americas, 18th Floor New York, NY 10020 1-877-676-7575 Usted tambien puede escribir a: Endurance Assurance Corporation Attention: Surety 1221 Ayenue of the Americas, 18th Floor New York, NY 10020 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 PO Box 149104 Austin, TX 78714-9104 FAX# (512) 490-1007 Web: http://www.tdi. texas.�ov E-mail: ConsumerProtection@tdi. texas.�ov Puede communicarse 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 PO Box 149104 Austin, TX 78714-9104 FAX# (512) 475-1771 Web: http://www.tdi. texas.gov E-mail: ConsumerProtection@tdi. texas.�ov PREMIUM OR CLAIM DISPUTES: Should you have a DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene dispute concerning your premium or about a claim una disputa concerniente a su prima o a un you should contact the company first. If the dispute reclamo, debe comunicarse con la compania is not resolved, you may contact the Texas primero. Si no se resuelve la disputa, puede Department of Insurance. entonces comunicarse con el departamento (TDI). ATTACH THIS NOTICE TO YOUR POLICY: This notice UNA ESTE AVISO A SU POLIZA: Este aviso es solo is for information only and does not become a part para proposito de informacion y no se convierte en or condition of the attached document. parte o condicion del documento adjunto. CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 – Definitions and Terminology .......................................................................................................... 1 1.01 Defined Terms ............................................................................................................................... 1 1.02 Terminology .................................................................................................................................. 5 Article 2 – Preliminary Matters ......................................................................................................................... 6 2.01 Before Starting Construction ........................................................................................................ 6 2.02 Preconstruction Conference .......................................................................................................... 6 2.03 Public Meeting .............................................................................................................................. 6 Article 3 – Contract Documents and Amending ............................................................................................... 6 3.01 Reference Standards ..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents .................................................................. 6 Article 4 – Bonds and Insurance ....................................................................................................................... 7 4.01 Licensed Sureties and Insurers ..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds ........................................................................ 7 4.03 Certificates of Insurance ............................................................................................................... 7 4.04 Contractor’s Insurance .................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace ........................................................... 12 Article 5 – Contractor’s Responsibilities ........................................................................................................ 12 5.01 Supervision and Superintendent ................................................................................................. 12 5.02 Labor; Working Hours ................................................................................................................ 13 5.03 Services, Materials, and Equipment ........................................................................................... 13 5.04 Project Schedule .......................................................................................................................... 14 5.05 Substitutes and “Or-Equals” ....................................................................................................... 14 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) ..................................... 16 5.07 Concerning Subcontractors, Suppliers, and Others ................................................................... 16 5.08 Wage Rates.................................................................................................................................. 18 5.09 Patent Fees and Royalties ........................................................................................................... 19 5.10 Laws and Regulations ................................................................................................................. 19 5.11 Use of Site and Other Areas ....................................................................................................... 19 5.12 Record Documents ...................................................................................................................... 20 5.13 Safety and Protection .................................................................................................................. 21 5.14 Safety Representative ................................................................................................................. 21 5.15 Hazard Communication Programs ............................................................................................. 22 5.16 Submittals .................................................................................................................................... 22 5.17 Contractor’s General Warranty and Guarantee .......................................................................... 23 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.18 Indemnification ........................................................................................................................... 24 5.19 Delegation of Professional Design Services .............................................................................. 24 5.20 Right to Audit: ............................................................................................................................ 25 5.21 Nondiscrimination....................................................................................................................... 25 Article 6 – Other Work at the Site ................................................................................................................... 26 6.01 Related Work at Site ................................................................................................................... 26 Article 7 – City’s Responsibilities................................................................................................................... 26 7.01 Inspections, Tests, and Approvals .............................................................................................. 26 7.02 Limitations on City’s Responsibilities ....................................................................................... 26 7.03 Compliance with Safety Program ............................................................................................... 27 Article 8 – City’s Observation Status During Construction ........................................................................... 27 8.01 City’s Project Representative ..................................................................................................... 27 8.02 Authorized Variations in Work .................................................................................................. 27 8.03 Rejecting Defective Work .......................................................................................................... 27 8.04 Determinations for Work Performed .......................................................................................... 28 Article 9 – Changes in the Work ..................................................................................................................... 28 9.01 Authorized Changes in the Work ............................................................................................... 28 9.02 Notification to Surety .................................................................................................................. 28 Article 10 – Change of Contract Price; Change of Contract Time ................................................................ 28 10.01 Change of Contract Price ............................................................................................................ 28 10.02 Change of Contract Time............................................................................................................ 28 10.03 Delays .......................................................................................................................................... 28 Article 11 – Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29 11.01 Notice of Defects ........................................................................................................................ 29 11.02 Access to Work ........................................................................................................................... 29 11.03 Tests and Inspections .................................................................................................................. 29 11.04 Uncovering Work ....................................................................................................................... 30 11.05 City May Stop the Work ............................................................................................................. 30 11.06 Correction or Removal of Defective Work ................................................................................ 30 11.07 Correction Period ........................................................................................................................ 30 11.08 City May Correct Defective Work ............................................................................................. 31 Article 12 – Completion .................................................................................................................................. 32 12.01 Contractor’s Warranty of Title ................................................................................................... 32 12.02 Partial Utilization ........................................................................................................................ 32 12.03 Final Inspection ........................................................................................................................... 32 12.04 Final Acceptance ......................................................................................................................... 33 Article 13 – Suspension of Work .................................................................................................................... 33 13.01 City May Suspend Work ............................................................................................................ 33 Article 14 – Miscellaneous .............................................................................................................................. 34 14.01 Giving Notice .............................................................................................................................. 34 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.02 Computation of Times ................................................................................................................ 34 14.03 Cumulative Remedies ................................................................................................................. 34 14.04 Survival of Obligations ............................................................................................................... 35 14.05 Headings ...................................................................................................................................... 35 00 73 10- 1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day – A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw – City’s on-line, electronic document management and collaboration system. 5. Calendar Day – A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home-rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) -–A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract—The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents—Those items that make up the contract and which must include the Agreement, and it’s attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non-Resident Bidder iii. Prequalification Statement c. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions l. Supplementary Conditions m. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project’s Contract Documents o. Drawings p. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor—The individual or entity with whom Developer has entered into the Agreement. 11. Day or day – A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer – An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance – The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. 00 73 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 16. Final Inspection – Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements—A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations—Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens—Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone—A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non-Participating Change Order—A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order—A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans – See definition of Drawings. 24. Project Schedule—A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor’s plan to accomplish the Work within the Contract Time. 25. Project—The Work to be performed under the Contract Documents. 26. Project Representative—The authorized representative of the City who will be assigned to the Site. 27. Public Meeting – An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours – Hours beginning at 7:00 a.m. and ending at 6:00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples—Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. 00 73 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 30. Schedule of Submittals—A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site—Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights-of-way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications—That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made a part of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions – That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor—An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals—All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent – The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions—That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier—A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities—All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours – Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 41. Work—The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non-Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day – A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word “defective,” when modifying the word “Work,” refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City’s written acceptance. C. Furnish, Install, Perform, Provide: 1. The word “Furnish” or the word “Install” or the word “Perform” or the word “Provide” or the word “Supply,” or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. 00 73 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 2 – PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non- Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 – CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non-Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 00 73 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. City’s or Engineer’s review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City’s written interpretation or clarification. ARTICLE 4 – BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor’s obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of “Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies” as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 00 73 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. The certificate of insurance shall document the City, an as “Additional Insured” on all liability policies. 2. The Contractor’s general liability insurance shall include a, “per project” or “per location”, endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers’ compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor’s obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the “occurrence basis”. If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first-dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage’s and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor’s insurance. 4.04 Contractor’s Insurance A. Workers Compensation and Employers’ Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers’ Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers’ Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor’s performance of the Work and Contractor’s other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers’ compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor’s employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability 00 73 10- 10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits of: a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment – Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide “X”, “C”, and “U” coverage’s. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on “any auto”, defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor’s Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non-owned. 00 73 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1)$1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2)$250,000 Bodily Injury per person 3)$500,000 Bodily Injury per accident / 4)$100,000 Property Damage D.Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1.The Contractor’s construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: ____None_______________________________________________ 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_________________________________ b. Each Occurrence: : ____None_________________________________ 4.With respect to the above outlined insurance requirements, the following shall govern: a.Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at-grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b.Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights-of- 00 73 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a railroad company’s right-of-way at a location entirely separate from the grade separation or at-grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company’s right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company’s property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor’s beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 – CONTRACTOR’S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the 00 73 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor’s representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City’s written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. 00 73 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and “Or-Equals” A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or “or-equal” item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. 1. “Or-Equal” Items: If in City’s sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an “or-equal” item, in which case review and approval of the proposed item may, in City’s sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 00 73 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City’s sole discretion an item of material or equipment proposed by Contractor does not qualify as an “or-equal” item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 01 25 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor’s achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and 00 73 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City’s sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City’s Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No “or-equal” or substitute will be ordered, installed or utilized until City’s review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an “or-equal.” City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor’s expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City’s Cost Reimbursement: City will record City’s costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor’s Expense: Contractor shall provide all data in support of any proposed substitute or “or-equal” at Contractor’s expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre-Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre-qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: 00 73 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Required for this Contract. Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City’s MWBE Ordinance (as amended) by the following: 1.Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2.Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3.Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B.Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor’s own acts and omissions. Nothing in the Contract Documents: 1.shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2.shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C.Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D.All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E.All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract X 00 73 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates Required for this Contract. Not Required for this Contract. A.Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B.Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C.Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City’s determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D.Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E.Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and X 00 73 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor’s compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor’s responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor’s obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or 00 73 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved 00 73 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City’s safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor’s safety program, if any, with which City’s employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor’s duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor’s designated safety representative at the Site. 00 73 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City’s review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City’s Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City’s review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 2. City’s review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City’s review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City’s review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor’s General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor’s warranty and guarantee. B. Contractor’s warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor’s obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor’s obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 00 73 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.B. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor’s responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional’s written approval when submitted to City. 00 73 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City’s review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City’s review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 6 – OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City’s employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City’s employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor’s Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor’s Work. Contractor’s failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor’s Work except for latent defects in the work provided by others. ARTICLE 7 – CITY’S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City’s responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City’s Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor’s means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. 00 73 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 7.03 Compliance with Safety Program While at the Site, City’s employees and representatives shall comply with the specific applicable requirements of Contractor’s safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 – CITY’S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City’s Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City’s representative during construction are set forth in the Contract Documents. A. City’s Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor’s executed Work. Based on information obtained during such visits and observations, City’s Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City’s Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City’s Project Representative’s efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City’s Project Representative’s visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City’s Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City’s Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City’s Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City’s written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 – CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor’s responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 – CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 ARTICLE 11 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor’s safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re-tests, or approvals required for City’s acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor’s purchase thereof for incorporation in the Work. Such inspections, tests, re-tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory (“Testing Lab”) to perform any inspections or tests (“Testing”) for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a “fail”, “did not pass” or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor’s cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. 00 73 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City’s observation and replaced at Contractor’s expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City’s special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract 00 73 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor’s use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City’s written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City’s written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor’s obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor’s services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 stored elsewhere. Contractor shall allow City, City’s representatives, agents, consultants, employees, and City’s other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City’s rights and remedies under this Paragraph 11.09. ARTICLE 12 – COMPLETION 12.01 Contractor’s Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor’s performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City’s satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor’s insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 – SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 – MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. 00 73 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 CITY OF FORT WORTH STANDARD CITY CONDITIONS – DEVELOPER AWARDED PROJECTS Revised: January 10, 2013 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. 01 11 00 - 1 DAP SUMMARY OF WORK Page 1 of 3 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN 103757 Revised December 20, 2012 SECTION 01 11 00 1 SUMMARY OF WORK 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Summary of Work to be performed in accordance with the Contract Documents 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. None. 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 10 2. Division 1 - General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Work associated with this Item is considered subsidiary to the various items bid. 14 No separate payment will be allowed for this Item. 15 1.3 REFERENCES [NOT USED] 16 1.4 ADMINISTRATIVE REQUIREMENTS 17 A. Work Covered by Contract Documents 18 1. Work is to include furnishing all labor, materials, and equipment, and performing 19 all Work necessary for this construction project as detailed in the Drawings and 20 Specifications. 21 B. Subsidiary Work 22 1. Any and all Work specifically governed by documentary requirements for the 23 project, such as conditions imposed by the Drawings or Contract Documents in 24 which no specific item for bid has been provided for in the Proposal and the item is 25 not a typical unit bid item included on the standard bid item list, then the item shall 26 be considered as a subsidiary item of Work, the cost of which shall be included in 27 the price bid in the Proposal for various bid items. 28 C. Use of Premises 29 1. Coordinate uses of premises under direction of the City. 30 2. Assume full responsibility for protection and safekeeping of materials and 31 equipment stored on the Site. 32 3. Use and occupy only portions of the public streets and alleys, or other public places 33 or other rights-of-way as provided for in the ordinances of the City, as shown in the 34 Contract Documents, or as may be specifically authorized in writing by the City. 35 a. A reasonable amount of tools, materials, and equipment for construction 36 purposes may be stored in such space, but no more than is necessary to avoid 37 delay in the construction operations. 38 01 11 00 - 2 DAP SUMMARY OF WORK Page 2 of 3 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN 103757 Revised December 20, 2012 b. Excavated and waste materials shall be stored in such a way as not to interfere 1 with the use of spaces that may be designated to be left free and unobstructed 2 and so as not to inconvenience occupants of adjacent property. 3 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 4 manner as not to interfere with the operation of the railroad. 5 1) All Work shall be in accordance with railroad requirements set forth in 6 Division 0 as well as the railroad permit. 7 D. Work within Easements 8 1. Do not enter upon private property for any purpose without having previously 9 obtained permission from the owner of such property. 10 2. Do not store equipment or material on private property unless and until the 11 specified approval of the property owner has been secured in writing by the 12 Contractor and a copy furnished to the City. 13 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 14 obstructions which must be removed to make possible proper prosecution of the 15 Work as a part of the project construction operations. 16 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 17 lawns, fences, culverts, curbing, and all other types of structures or improvements, 18 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 19 appurtenances thereof, including the construction of temporary fences and to all 20 other public or private property adjacent to the Work. 21 5. Notify the proper representatives of the owners or occupants of the public or private 22 lands of interest in lands which might be affected by the Work. 23 a. Such notice shall be made at least 48 hours in advance of the beginning of the 24 Work. 25 b. Notices shall be applicable to both public and private utility companies and any 26 corporation, company, individual, or other, either as owners or occupants, 27 whose land or interest in land might be affected by the Work. 28 c. Be responsible for all damage or injury to property of any character resulting 29 from any act, omission, neglect, or misconduct in the manner or method or 30 execution of the Work, or at any time due to defective work, material, or 31 equipment. 32 6. Fence 33 a. Restore all fences encountered and removed during construction of the Project 34 to the original or a better than original condition. 35 b. Erect temporary fencing in place of the fencing removed whenever the Work is 36 not in progress and when the site is vacated overnight, and/or at all times to 37 provide site security. 38 c. The cost for all fence work within easements, including removal, temporary 39 closures and replacement, shall be subsidiary to the various items bid in the 40 project proposal, unless a bid item is specifically provided in the proposal. 41 01 11 00 - 3 DAP SUMMARY OF WORK Page 3 of 3 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN 103757 Revised December 20, 2012 1.5 SUBMITTALS [NOT USED] 1 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 4 1.9 QUALITY ASSURANCE [NOT USED] 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 6 1.11 FIELD [SITE] CONDITIONS [NOT USED] 7 1.12 WARRANTY [NOT USED] 8 PART 2 - PRODUCTS [NOT USED] 9 PART 3 - EXECUTION [NOT USED] 10 END OF SECTION 11 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 01 25 00 - 1 DAP SUBSTITUTION PROCEDURES Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 SECTION 01 25 00 SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a.Name of manufacturer b. Name of vendor c.Trade name d. Catalog number 2.Substitutions are not "or-equals". B.Deviations from this City of Fort Worth Standard Specification 1. None. C.Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2.Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A.Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A.Request for Substitution - General 1.Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a.When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or-equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a.Or-equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, 01 25 00 - 2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A.See Request for Substitution Form (attached) B.Procedure for Requesting Substitution 1. Substitution shall be considered only: a.After award of Contract b. Under the conditions stated herein 2.Submit 3 copies of each written request for substitution, including: a.Documentation 1)Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a)Manufacturer's name b) Telephone number and representative contact name c)Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a)Size b) Composition or materials of construction c)Weight d) Electrical or mechanical requirements 4) Product experience a)Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c)Available field data and reports associated with proposed product 5)Samples a)Provide at request of City. b) Samples become the property of the City. c.For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C.Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. 01 25 00 - 3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 4. Substitution will be rejected if: a.Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c.In the Developer’s opinion, acceptance will require substantial revision of the original design d. In the City’s or Developer’s opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A.In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 25 00 - 4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A.Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B.What effect does substitution have on other trades? C.Differences between proposed substitution and specified item? D.Differences in product cost or product delivery time? E.Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date 01 31 19 - 1 DAP PRECONSTRUCTION MEETING Page 1 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 SECTION 01 31 19 PRECONSTRUCTION MEETING PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B.Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C.Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A.Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A.Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a.If recorded, tapes will be used to prepare minutes and retained by City for future reference. B.Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a.The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a.Developer and Consultant b. Contractor's project manager c.Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request 01 31 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 e.Other City representatives f.Others as appropriate 4. Preliminary Agenda may include: a.Introduction of Project Personnel b. General Description of Project c.Status of right-of-way, utility clearances, easements or other pertinent permits d.Contractor’s work plan and schedule e.Contract Time f.Notice to Proceed g.Construction Staking h. Progress Payments i.Extra Work and Change Order Procedures j.Field Orders k.Disposal Site Letter for Waste Material l.Insurance Renewals m.Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre-Construction Conditions q. Weekend Work Notification r.Legal Holidays s.Trench Safety Plans t.Confined Space Entry Standards u.Coordination with the City’s representative for operations of existing water systems v.Storm Water Pollution Prevention Plan w.Coordination with other Contractors x. Early Warning System y.Contractor Evaluation z.Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc.Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii.Final Payment jj. Questions or Comments 01 31 19 - 3 DAP PRECONSTRUCTION MEETING Page 3 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 32 33 - 1 DAP PRECONSTRUCTION VIDEO Page 1 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 SECTION 01 32 33 PRECONSTRUCTION VIDEO PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. Administrative and procedural requirements for: a.Preconstruction Videos B.Deviations from this City of Fort Worth Standard Specification 1. Though not mandatory, it is highly recommended on infill developer projects. C.Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A.Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A.Preconstruction Video 1. Produce a preconstruction video of the site/alignment, including all areas in the vicinity of and to be affected by construction. a.Provide digital copy of video upon request by the City. 2. Retain a copy of the preconstruction video until the end of the maintenance surety period. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] 01 32 33 - 2 DAP PRECONSTRUCTION VIDEO Page 2 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 33 00 - 1 DAP SUBMITTALS Page 1 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 SECTION 01 33 00 DAP SUBMITTALS PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. General methods and requirements of submissions applicable to the following Work-related submittals: a.Shop Drawings b. Product Data (including Standard Product List submittals) c.Samples d. Mock Ups B.Deviations from this City of Fort Worth Standard Specification 1. None. C.Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2.Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A.Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A.Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. 2.Coordination of Submittal Times a.Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a)Disapproval and resubmittal (if required) b) Coordination with other submittals c)Testing d) Purchasing e)Fabrication f)Delivery g)Similar sequenced activities c.No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. 01 33 00 - 2 DAP SUBMITTALS Page 2 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B.Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a.Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c.Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C.Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a.Field measurements b. Field construction criteria c.Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a.The Contractor's Company name b. Signature of submittal reviewer c.Certification Statement 1)“By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D.Submittal Format 1. Fold shop drawings larger than 8 ½ inches x 11 inches to 8 ½ inches x 11inches. 2. Bind shop drawings and product data sheets together. 3. Order a.Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c.Product Data /Shop Drawings/Samples /Calculations E.Submittal Content 1. The date of submission and the dates of any previous submissions 01 33 00 - 3 DAP SUBMITTALS Page 3 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 2. The Project title and number 3. Contractor identification 4. The names of: a.Contractor b. Supplier c.Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F.Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a.Custom-prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c.Setting diagrams d. Actual shopwork manufacturing instructions e.Custom templates f.Special wiring diagrams g.Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i.As applicable to the Work 2. Details a.Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G.Product Data 1. For submittals of product data for products included on the City’s Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City’s Standard Product List, submittal data may include, but is not necessarily limited to: a.Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing-in diagrams and templates 5) Catalog cuts 6) Product photographs 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 7)Standard wiring diagrams 8) Printed performance curves and operational-range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare-parts listing and printed product warranties 12) As applicable to the Work H.Samples 1.As specified in individual Sections, include, but are not necessarily limited to: a.Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I.Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on-site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J.Submittal Distribution 1. Electronic Distribution a.Confirm development of Project directory for electronic submittals to be uploaded to City’s Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a)3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c.Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a)3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) 01 33 00 - 5 DAP SUBMITTALS Page 5 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 a.Shop Drawings 1) Distributed to the City 2) Copies a)8 copies for mechanical submittals b) 7 copies for all other submittals c)If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a)4 copies c.Samples 1) Distributed to the Project Representative 2) Copies a)Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a.Provide number of copies as directed by the City but not exceeding the number previously specified. K.Submittal Review 1.The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a.Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c.Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a.All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a.Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a)When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 01 33 00 - 6 DAP SUBMITTALS Page 6 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a)The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c.Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a)The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non-conforming items that were noted. c)Resubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a)The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a.Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a)At Contractor’s risk if not marked b. Submittals for each item will be reviewed no more than twice at the City’s expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative’s then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c.The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a.City reserves the right to not review submittals deemed partial, at the City’s discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c.The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. 01 33 00 - 7 DAP SUBMITTALS Page 7 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L.Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M.Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N.Request for Information (RFI) 1. Contractor Request for additional information a.Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c.When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] 01 33 00 - 8 DAP SUBMITTALS Page 8 of 8 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised August 30, 2013 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised March 20, 2020 SECTION 01 45 23 TESTING AND INSPECTION SERVICES PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. Testing and inspection services procedures and coordination B.Deviations from this City of Fort Worth Standard Specification 1. None. C.Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A.Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a.Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a)Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A.Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a.When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a.Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City’s document management system, or another form of distribution approved by the City. 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised March 20, 2020 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a)1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a)Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a)Distribute 3 hard copies to City’s Project Representative 4.Provide City’s Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a.Name of pit b. Date of delivery c.Material delivered B.Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that electronic submittals be uploaded through the City’s document management system. 01 50 00 - 1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised JULY 1, 2011 SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a.Temporary utilities b. Sanitary facilities c.Storage Sheds and Buildings d. Dust control e.Temporary fencing of the construction site B.Deviations from this City of Fort Worth Standard Specification 1. None. C.Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2.Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A.Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A.Temporary Utilities 1. Obtaining Temporary Service a.Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c.Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a.Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City’s Project Representatives. c.Coordination 1) Contact City 1 week before water for construction is desired 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised JULY 1, 2011 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City’s established rates. 3. Electricity and Lighting a.Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a.Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a.Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B.Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a.Comply with regulations of State and local departments of health. 2. Enforce use of sanitary facilities by construction personnel at job site. a.Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c.Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off-site at no less than weekly intervals and properly dispose in accordance with applicable regulation. 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C.Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a.Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D.Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E.Dust Control 01 50 00 - 3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised JULY 1, 2011 1. Contractor is responsible for maintaining dust control through the duration of the project. a.Contractor remains on-call at all times b. Must respond in a timely manner F.Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A.Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE-INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A.Temporary Facilities 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised JULY 1, 2011 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 57 13 - 1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised July 1, 2011 SECTION 01 57 13 STORM WATER POLLUTION PREVENTION PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B.Deviations from this City of Fort Worth Standard Specification 1. None. C.Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 31 25 00 – Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A.Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a.Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a.Measurement and Payment shall be in accordance with Section 31 25 00. 1.3 REFERENCES A.Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A.Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A.General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. 01 57 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised July 1, 2011 B.Construction Activities resulting in: 1. Less than 1 acre of disturbance a.Provide erosion and sediment control in accordance with Section 31 25 00 and Drawings. 2. 1 to less than 5 acres of disturbance a.Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a)Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a)Section 31 25 00 b) The Drawings c)TXR150000 General Permit d) SWPPP e)TCEQ requirements 3. 5 acres or more of Disturbance a.Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a)Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a)Section 31 25 00 b) The Drawings c)TXR150000 General Permit d) SWPPP e)TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a)Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A.SWPPP 1. Submit in accordance with Section 01 33 00, except as stated herein. a.Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a)City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review 01 57 13 - 3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised July 1, 2011 B.Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 01 33 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 01 60 00 DAP PRODUCT REQUIREMENTS Page 1 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised March 20, 2020 SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. References for Product Requirements and City Standard Products List B.Deviations from this City of Fort Worth Standard Specification 1. None. C.Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City’s website at: https://apps.fortworthtexas.gov/ProjectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A.Only products specifically included on City’s Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B.Any specific product requirements in the Contract Documents supersede similar products included on the City’s Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City’s Standard Product List. C.Although a specific product is included on City’s Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer’s standard product. D.See Section 01 33 00 for submittal requirements of Product Data included on City’s Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised March 20, 2020 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City’s Standard Product List 4/7/2014 M.Domenech Revised for DAP application 03/20/2020 D.V. Magaña Removed reference to Buzzsaw and noted that the City approved products list is accessible through the City’s website. 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 SECTION 01 66 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a.Handling b. Exposure to elements or harsh environments B.Deviations from this City of Fort Worth Standard Specification 1. None. C.Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2.Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A.Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A.Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B.Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer’s recommendations and instructions. C.Storage Requirements 1.Store materials in accordance with manufacturer’s recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a.Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a.Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City’s Project Representative. 5. Provide off-site storage and protection when on-site storage is not adequate. a.Provide addresses of and access to off-site storage locations for inspection by City’s Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7.Store in manufacturers’ unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City’s Project Representative. a.Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City’s Project Representative. 01 66 00 - 3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A.Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B.Non-Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A.Protect all products or equipment in accordance with manufacturer's written directions. B.Store products or equipment in location to avoid physical damage to items while in storage. C.Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 01 70 00 - 1 DAP MOBILIZATION AND REMOBILIZATION Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 SECTION 01 70 00 MOBILIZATION AND REMOBILIZATION PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. Mobilization and Demobilization a.Mobilization 1) Transportation of Contractor’s personnel, equipment, and operating supplies to the Site 2)Establishment of necessary general facilities for the Contractor’s operation at the Site 3) Premiums paid for performance and payment bonds 4)Transportation of Contractor’s personnel, equipment, and operating supplies to another location within the designated Site 5) Relocation of necessary general facilities for the Contractor’s operation from 1 location to another location on the Site. b. Demobilization 1)Transportation of Contractor’s personnel, equipment, and operating supplies away from the Site including disassembly 2) Site Clean-up 3) Removal of all buildings and/or other facilities assembled at the Site for this Contract c.Mobilization and Demobilization do not include activities for specific items of work that are for which payment is provided elsewhere in the contract. 2. Remobilization a.Remobilization for Suspension of Work specifically required in the Contract Documents or as required by City includes: 1) Demobilization a)Transportation of Contractor’s personnel, equipment, and operating supplies from the Site including disassembly or temporarily securing equipment, supplies, and other facilities as designated by the Contract Documents necessary to suspend the Work. b) Site Clean-up as designated in the Contract Documents 2) Remobilization a)Transportation of Contractor’s personnel, equipment, and operating supplies to the Site necessary to resume the Work. b) Establishment of necessary general facilities for the Contractor’s operation at the Site necessary to resume the Work. 3) No Payments will be made for: a)Mobilization and Demobilization from one location to another on the Site in the normal progress of performing the Work. b) Stand-by or idle time c)Lost profits 3. Mobilizations and Demobilization for Miscellaneous Projects a.Mobilization and Demobilization 01 70 00 - 2 DAP MOBILIZATION AND REMOBILIZATION Page 2 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 1) Mobilization shall consist of the activities and cost on a Work Order basis necessary for: a)Transportation of Contractor’s personnel, equipment, and operating supplies to the Site for the issued Work Order. b) Establishment of necessary general facilities for the Contractor’s operation at the Site for the issued Work Order 2) Demobilization shall consist of the activities and cost necessary for: a)Transportation of Contractor’s personnel, equipment, and operating supplies from the Site including disassembly for each issued Work Order b) Site Clean-up for each issued Work Order c)Removal of all buildings or other facilities assembled at the Site for each Work Oder b. Mobilization and Demobilization do not include activities for specific items of work for which payment is provided elsewhere in the contract. 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects a.A Mobilization for Miscellaneous Projects when directed by the City and the mobilization occurs within 24 hours of the issuance of the Work Order. B.Deviations from this City of Fort Worth Standard Specification 1. None. C.Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2.Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A.Measurement and Payment 1. Mobilization and Demobilization a.Measure 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Remobilization for suspension of Work as specifically required in the Contract Documents a.Measurement 1) Measurement for this Item shall be per each remobilization performed. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price per each “Specified Remobilization” in accordance with Contract Documents. c.The price shall include: 1) Demobilization as described in Section 1.1.A.2.a.1) 2) Remobilization as described in Section 1.1.A.2.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 01 70 00 - 3 DAP MOBILIZATION AND REMOBILIZATION Page 3 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 3. Remobilization for suspension of Work as required by City a.Measurement and Payment 1) This shall be submitted as a Contract Claim in accordance with Article 10 of Section 00 72 00. 2) No payments will be made for standby, idle time, or lost profits associated with this Item. 4. Mobilizations and Demobilizations for Miscellaneous Projects a.Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price per each “Work Order Mobilization” in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c.The price shall include: 1) Mobilization as described in Section 1.1.A.3.a.1) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects a.Measurement 1) Measurement for this Item shall be for each Mobilization and Demobilization required by the Contract Documents b. Payment 1) The Work performed and materials furnished in accordance with this Item and measured as provided under “Measurement” will be paid for at the unit price per each “Work Order Emergency Mobilization” in accordance with Contract Documents. Demobilization shall be considered subsidiary to mobilization and shall not be paid for separately. c.The price shall include 1) Mobilization as described in Section 1.1.A.4.a) 2) Demobilization as described in Section 1.1.A.3.a.2) d. No payments will be made for standby, idle time, or lost profits associated this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 01 70 00 - 4 DAP MOBILIZATION AND REMOBILIZATION Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 01 71 23 - 1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103757 Revised February 14, 2018 SECTION 01 71 23 1 CONSTRUCTION STAKING AND SURVEY 2 PART 1 - GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Requirements for construction staking and construction survey 6 B. Deviations from this City of Fort Worth Standard Specification 7 1. See Changes (Highlighted in Yellow). 8 C. Related Specification Sections include, but are not necessarily limited to: 9 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 10 2. Division 1 – General Requirements 11 1.2 PRICE AND PAYMENT PROCEDURES 12 A. Measurement and Payment 13 1. Construction Staking 14 a. Measurement 15 1) This Item is considered subsidiary to the various Items bid. 16 b. Payment 17 1) The work performed and the materials furnished in accordance with this 18 Item are subsidiary to the various Items bid and no other compensation will 19 be allowed. 20 2. Construction Survey 21 a. Measurement 22 1) This Item is considered subsidiary to the various Items bid. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this 25 Item are subsidiary to the various Items bid and no other compensation will be 26 allowed. 27 3. As-Built Survey 28 a. Measurement 29 1) This Item is considered subsidiary to the various Items bid. 30 b. Payment 31 1) The work performed and the materials furnished in accordance with this 32 Item are subsidiary to the various Items bid and no other compensation will be 33 allowed. 34 1.3 REFERENCES 35 A. Definitions 36 1. Construction Survey - The survey measurements made prior to or while 37 construction is in progress to control elevation, horizontal position, dimensions and 38 configuration of structures/improvements included in the Project Drawings. 39 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 7 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103757 Revised February 14, 2018 2. As-built Survey –The measurements made after the construction of the 1 improvement features are complete to provide position coordinates for the features 2 of a project. 3 3. Construction Staking – The placement of stakes and markings to provide offsets 4 and elevations to cut and fill in order to locate on the ground the designed 5 structures/improvements included in the Project Drawings. Construction staking 6 shall include staking easements and/or right of way if indicated on the plans. 7 4. Survey “Field Checks” – Measurements made after construction staking is 8 completed and before construction work begins to ensure that structures marked on 9 the ground are accurately located per Project Drawings. 10 B. Technical References 11 1. City of Fort Worth – Construction Staking Standards (available on City’s Buzzsaw 12 website) – 01 71 23.16.01_ Attachment A_Survey Staking Standards 13 2. City of Fort Worth - Standard Survey Data Collector Library (fxl) files (available 14 on City’s Buzzsaw website). 15 3. Texas Department of Transportation (TxDOT) Survey Manual, latest revision 16 4. Texas Society of Professional Land Surveyors (TSPS), Manual of Practice for Land 17 Surveying in the State of Texas, Category 5 18 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. The Contractor’s selection of a surveyor must comply with Texas Government 21 Code 2254 (qualifications based selection) for this project. 22 1.5 SUBMITTALS 23 A. Submittals, if required, shall be in accordance with Section 01 33 00. 24 B. All submittals shall be received and reviewed by the City prior to delivery of work. 25 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 26 A. Field Quality Control Submittals 27 1. Documentation verifying accuracy of field engineering work, including coordinate 28 conversions if plans do not indicate grid or ground coordinates. 29 2. Submit “Cut-Sheets” conforming to the standard template provided by the City 30 (refer to 01 71 23.16.01 – Attachment A – Survey Staking Standards). 31 1.7 CLOSEOUT SUBMITTALS 32 B. As-built Redline Drawing Submittal 33 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 34 constructed improvements signed and sealed by Registered Professional Land 35 Surveyor (RPLS) responsible for the work (refer to 01 71 23.16.01 – Attachment A 36 – Survey Staking Standards) . 37 2. Contractor shall submit the proposed as-built and completed redline drawing 38 submittal one (1) week prior to scheduling the project final inspection for City 39 review and comment. Revisions, if necessary, shall be made to the as-built redline 40 drawings and resubmitted to the City prior to scheduling the construction final 41 inspection. 42 01 71 23 - 3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103757 Revised February 14, 2018 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1 1.9 QUALITY ASSURANCE 2 A. Construction Staking 3 1. Construction staking will be performed by the Contractor. 4 2. Coordination 5 a. Contact City and Developer’s Project Representative at least one week in 6 advance notifying the City of when Construction Staking is scheduled. 7 b. It is the Contractor’s responsibility to coordinate staking such that 8 construction activities are not delayed or negatively impacted. 9 3. General 10 a. Contractor is responsible for preserving and maintaining stakes. If 11 Developer’s Project Representative is required to re-stake for any reason, the 12 Contractor will be responsible for costs to perform staking. If in the opinion of 13 the City, a sufficient number of stakes or markings have been lost, destroyed 14 disturbed or omitted that the contracted Work cannot take place then the 15 Contractor will be required to stake or re-stake the deficient areas. 16 B. Construction Survey 17 1. Construction Survey will be performed by the Contractor. 18 2. Coordination 19 a. Contractor to verify that horizontal and vertical control data established in the 20 design survey and required for construction survey is available and in place. 21 3. General 22 a. Construction survey will be performed in order to construct the work shown 23 on the Construction Drawings and specified in the Contract Documents. 24 b. For construction methods other than open cut, the Contractor shall perform 25 construction survey and verify control data including, but not limited to, the 26 following: 27 1) Verification that established benchmarks and control are accurate. 28 2) Use of Benchmarks to furnish and maintain all reference lines and grades 29 for tunneling. 30 3) Use of line and grades to establish the location of the pipe. 31 4) Submit to the City copies of field notes used to establish all lines and 32 grades, if requested, and allow the City to check guidance system setup prior 33 to beginning each tunneling drive. 34 5) Provide access for the City, if requested, to verify the guidance system and 35 the line and grade of the carrier pipe. 36 6) The Contractor remains fully responsible for the accuracy of the work and 37 correction of it, as required. 38 7) Monitor line and grade continuously during construction. 39 8) Record deviation with respect to design line and grade once at each pipe 40 joint and submit daily records to the City. 41 9) If the installation does not meet the specified tolerances (as outlined in 42 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 43 the installation in accordance with the Contract Documents. 44 C. As-Built Survey 45 1. Required As-Built Survey will be performed by the Contractor. 46 01 71 23 - 4 CONSTRUCTION STAKING AND SURVEY Page 4 of 7 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103757 Revised February 14, 2018 2. Coordination 1 a. Contractor is to coordinate with City to confirm which features require as-2 built surveying. 3 b. It is the Contractor’s responsibility to coordinate the as-built survey and 4 required measurements for items that are to be buried such that construction 5 activities are not delayed or negatively impacted. 6 c. For sewer mains and water mains 12” and under in diameter, it is acceptable 7 to physically measure depth and mark the location during the progress of 8 construction and take as-built survey after the facility has been buried. The 9 Contractor is responsible for the quality control needed to ensure accuracy. 10 3. General 11 a. The Contractor shall provide as-built survey including the elevation and 12 location (and provide written documentation to the City) of construction 13 features during the progress of the construction including the following: 14 1) Water Lines 15 a) Top of pipe elevations and coordinates for waterlines at the following 16 locations: 17 (1) Minimum every 250 linear feet, including 18 (2) Horizontal and vertical points of inflection, curvature, 19 etc. 20 (3) Fire line tee 21 (4) Plugs, stub-outs, dead-end lines 22 (5) Casing pipe (each end) and all buried fittings 23 2) Sanitary Sewer 24 a) Top of pipe elevations and coordinates for force mains and siphon 25 sanitary sewer lines (non-gravity facilities) at the following locations: 26 (1) Minimum every 250 linear feet and any buried fittings 27 (2) Horizontal and vertical points of inflection, curvature, 28 etc. 29 3) Stormwater – Not Applicable 30 b. The Contractor shall provide as-built survey including the elevation and 31 location (and provide written documentation to the City) of construction 32 features after the construction is completed including the following: 33 1) Manholes 34 a) Rim and flowline elevations and coordinates for each manhole 35 2) Water Lines 36 a) Cathodic protection test stations 37 b) Sampling stations 38 c) Meter boxes/vaults (All sizes) 39 d) Fire hydrants 40 e) Valves (gate, butterfly, etc.) 41 f) Air Release valves (Manhole rim and vent pipe) 42 g) Blow off valves (Manhole rim and valve lid) 43 h) Pressure plane valves 44 i) Underground Vaults 45 (1) Rim and flowline elevations and coordinates for each 46 Underground Vault. 47 3) Sanitary Sewer 48 a) Cleanouts 49 (1) Rim and flowline elevations and coordinates for each 50 01 71 23 - 5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103757 Revised February 14, 2018 b) Manholes and Junction Structures 1 (1) Rim and flowline elevations and coordinates for each 2 manhole and junction structure. 3 4) Stormwater – Not Applicable 4 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 5 1.11 FIELD [SITE] CONDITIONS [NOT USED] 6 1.12 WARRANTY 7 PART 2 - PRODUCTS 8 A. A construction survey will produce, but will not be limited to: 9 1. Recovery of relevant control points, points of curvature and points of intersection. 10 2. Establish temporary horizontal and vertical control elevations (benchmarks) 11 sufficiently permanent and located in a manner to be used throughout construction. 12 3. The location of planned facilities, easements and improvements. 13 a. Establishing final line and grade stakes for piers, floors, grade beams, parking 14 areas, utilities, streets, highways, tunnels, and other construction. 15 b. A record of revisions or corrections noted in an orderly manner for reference. 16 c. A drawing, when required by the client, indicating the horizontal and vertical 17 location of facilities, easements and improvements, as built. 18 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 19 construction staking projects. These cut sheets shall be on the standard city template 20 which can be obtained from the Survey Superintendent (817-392-7925). 21 5. Digital survey files in the following formats shall be acceptable: 22 a. AutoCAD (.dwg) 23 b. ESRI Shapefile (.shp) 24 c. CSV file (.csv), formatted with X and Y coordinates in separate columns (use 25 standard templates, if available) 26 6. Survey files shall include vertical and horizontal data tied to original project 27 control and benchmarks, and shall include feature descriptions 28 PART 3 - EXECUTION 29 3.1 INSTALLERS 30 A. Tolerances: 31 1. The staked location of any improvement or facility should be as accurate as 32 practical and necessary. The degree of precision required is dependent on many 33 factors all of which must remain judgmental. The tolerances listed hereafter are 34 based on generalities and, under certain circumstances, shall yield to specific 35 requirements. The surveyor shall assess any situation by review of the overall plans 36 and through consultation with responsible parties as to the need for specific 37 tolerances. 38 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft. vertical 39 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 40 1.0 ft. tolerance. 41 01 71 23 - 6 CONSTRUCTION STAKING AND SURVEY Page 6 of 7 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103757 Revised February 14, 2018 b. Horizontal alignment on a structure shall be within .0.1ft tolerance. 1 c. Paving or concrete for streets, curbs, gutters, parking areas, drives, alleys and 2 walkways shall be located within the confines of the site boundaries and, 3 occasionally, along a boundary or any other restrictive line. Away from any 4 restrictive line, these facilities should be staked with an accuracy producing no 5 more than 0.05ft. tolerance from their specified locations. 6 d. Underground and overhead utilities, such as sewers, gas, water, telephone and 7 electric lines, shall be located horizontally within their prescribed areas or 8 easements. Within assigned areas, these utilities should be staked with an 9 accuracy producing no more than 0.1 ft tolerance from a specified location. 10 e. The accuracy required for the vertical location of utilities varies widely. Many 11 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 12 should be maintained. Underground and overhead utilities on planned profile, 13 but not depending on gravity flow for performance, should not exceed 0.1 ft. 14 tolerance. 15 B. Surveying instruments shall be kept in close adjustment according to manufacturer’s 16 specifications or in compliance to standards. The City reserves the right to request a 17 calibration report at any time and recommends regular maintenance schedule be 18 performed by a certified technician every 6 months. 19 1. Field measurements of angles and distances shall be done in such fashion as to 20 satisfy the closures and tolerances expressed in Part 3.1.A. 21 2. Vertical locations shall be established from a pre-established benchmark and 22 checked by closing to a different bench mark on the same datum. 23 3. Construction survey field work shall correspond to the client’s plans. Irregularities 24 or conflicts found shall be reported promptly to the City. 25 4. Revisions, corrections and other pertinent data shall be logged for future reference. 26 27 3.2 EXAMINATION [NOT USED] 28 3.3 PREPARATION [NOT USED] 29 3.4 APPLICATION 30 3.5 REPAIR / RESTORATION 31 A. If the Contractor’s work damages or destroys one or more of the control 32 monuments/points set by the Developer’s Project Representative, the monuments shall be 33 adequately referenced for expedient restoration. 34 1. Notify City or Developer’s Project Representative if any control data needs to be 35 restored or replaced due to damage caused during construction operations. 36 a. Contractor shall perform replacements and/or restorations. 37 b. The City or Developer’s Project Representative may require at any time a 38 survey “Field Check” of any monument or benchmarks that are set be verified 39 by the Developer’s Project Representative before further associated work can 40 move forward. 41 01 71 23 - 7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 CITY OF FORT WORTH Hatfield Elementary School STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103757 Revised February 14, 2018 3.6 RE-INSTALLATION [NOT USED] 1 3.7 FIELD [OR] SITE QUALITY CONTROL 2 A. It is the Contractor’s responsibility to maintain all stakes and control data placed by the 3 Developer’s Project Representative in accordance with this Specification. This includes 4 easements and right of way, if noted on the plans. 5 B. Do not change or relocate stakes or control data without approval from the City. 6 3.8 SYSTEM STARTUP 7 A. Survey Checks 8 1. The City reserves the right to perform a Survey Check at any time deemed 9 necessary. 10 2. Checks by City personnel or 3rd party contracted surveyor are not intended to 11 relieve the contractor of his/her responsibility for accuracy. 12 13 3.9 ADJUSTING [NOT USED] 14 3.10 CLEANING [NOT USED] 15 3.11 CLOSEOUT ACTIVITIES [NOT USED] 16 3.12 PROTECTION [NOT USED] 17 3.13 MAINTENANCE [NOT USED] 18 3.14 ATTACHMENTS [NOT USED] 19 END OF SECTION 20 21 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 8/31/2017 M. Owen Added instruction and modified measurement & payment under 1.2; added definitions and references under 1.3; modified 1.6; added 1.7 closeout submittal requirements; modified 1.9 Quality Assurance; added PART 2 – PRODUCTS ; Added 3.1 Installers; added 3.5 Repair/Restoration; and added 3.8 System Startup. 2/14/2018 M Owen Removed “blue text”; revised measurement and payment sections for Construction Staking and As-Built Survey; added reference to selection compliance with TGC 2254; revised action and Closeout submittal requirements; added acceptable depth measurement criteria; revised list of items requiring as-built survey “during” and “after” construction; and revised acceptable digital survey file format 22 01 74 23 - 1 DAP CLEANING Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 SECTION 01 74 23 CLEANING PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B.Deviations from this City of Fort Worth Standard Specification 1. None. C.Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 3. Section 32 92 13 – Hydro-Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A.Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A.Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A.Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. 01 74 23 - 2 DAP CLEANING Page 2 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A.Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a.Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A.General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. 01 74 23 - 3 DAP CLEANING Page 3 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 6. Handle materials in a controlled manner with as few handlings as possible. 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. 8. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on-site. B.Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a.Cover to prevent blowing by wind b. Store debris away from construction or operational activities c.Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a.Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C.Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a.Re-seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] 01 74 23 - 4 DAP CLEANING Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 01 77 19 - 1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 SECTION 01 77 19 CLOSEOUT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1.The procedure for closing out a contract B.Deviations from this City of Fort Worth Standard Specification 1. None. C.Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A.Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A.Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B.Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. 1.5 SUBMITTALS A.Submit all required documentation to City’s Project Representative. 01 77 19 - 2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A.Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 01 78 39 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 B.Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C.Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a.The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a.Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c.Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e.Fuses f.Vault keys g.Handwheels h. Other expendable items as required for initial start-up and operation of all equipment D.Notice of Project Completion 01 77 19 - 3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E.Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a.Final Payment Request b. Statement of Contract Time c.Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e.Pipe Report (if required) f.Contractor’s Evaluation of City g.Performance Evaluation of Contractor F.Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application 01 78 39 - 1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 SECTION 01 78 39 PROJECT RECORD DOCUMENTS PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a.Record Drawings b. Water Meter Service Reports c.Sanitary Sewer Service Reports d. Large Water Meter Reports B.Deviations from this City of Fort Worth Standard Specification 1. None. C.Related Specification Sections include, but are not necessarily limited to: 1. Division 0 – Bidding Requirements, Contract Forms and Conditions of the Contract 2.Division 1 – General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A.Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A.Prior to submitting a request for Final Inspection, deliver Project Record Documents to City’s Project Representative. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A.Accuracy of Records 1.Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2.Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 3.To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4.Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A.Storage and Handling Requirements 1.Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2.In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a.In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A.Job set 1.Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B.Final Record Documents 1.At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A.Maintenance of Job Set 1.Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". 01 78 39 - 3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 2.Preservation a.Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b.Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c.Maintain the job set at the site of work. 3. Coordination with Construction Survey a.At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4.Making entries on Drawings a.Record any deviations from Contract Documents. b.Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c.Date all entries. d.Call attention to the entry by a "cloud" drawn around the area or areas affected. e.In the event of overlapping changes, use different colors for the overlapping changes. 5.Conversion of schematic layouts a.In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1)Final physical arrangement is determined by the Contractor, subject to the City's approval. 2)However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b.Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1)Final physical arrangement is determined by the Contractor, subject to the City's approval. 2)Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3)Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c.The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B.Final Project Record Documents 1.Transfer of data to Drawings a.Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b.Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c.Call attention to each entry by drawing a "cloud" around the area or areas affected. 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Hatfield Elementary School CPN 103757 Revised April 7, 2014 d.Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2.Transfer of data to other Documents a.If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b.If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application GEOTECHNICAL ENGINEERING SERVICES HATFIELD ELEMENTARY SCHOOL REPLACEMENT CAMPUS NORTHWEST ISD CHAPLIN DRIVE FORT WORTH, TEXAS Presented To: NORTHWEST INDEPENDENT SCHOOL DISTRICT February 2022 PROJECT NO. 316-20-24 (Revision 2) i ii ����������� February 17, 2022 Report No. 316-20-24 (Revision 2) Northwest Independent School District P.O. Box 77070 Fort Worth, Texas 76177 Attn: Ms. Jordyn Denny, Facilities Planning Specialist GEOTECHNICAL ENGINEERING SERVICES HATFIELD ELEMENTARY SCHOOL REPLACEMENT CAMPUS NORTHWEST ISD CHAPLIN DRIVE FORT WORTH, TEXAS Dear Ms. Denny: Submitted here are the results of a geotechnical engineering study for the referenced project. This investigation was perFormed in accordance with CMJ Estimate No. 20-7795 (Revised) dated September 21, 2020. The geotechnical services were authorized on September 22, 2020 by Mr. Mark Vechione, Executive Director of Purchasing for Northwest Independent School District via Contract Number 019-022-07-001/#21-138. Engineering analyses and recommendations are contained in the text section of the report. Results of our field and laboratory services are included in the appendix of the report. We would appreciate the opportunity to be considered for providing the construction material testing services during the construction phase of this project. We appreciate the opportunity to be of service to Northwest Independent School District and its consultants. Please contact us if you have any questions or if we may be of further service at this time. Respectfully submitted, CMJ ENGINEERING� INC. TEXAS FIRM REGISTRATION NO. F-9177 / � .� C- Jame P. S'�ppington IV, P.E. Presi�ent Texas No. 97402 _e�..�� ' ��P-�E OF.TF��s �1 � ; •. j *; =+�1 : � � .*. :.���������....���w��...t. � � JAMES P. SAPPINGTON, IV % �.... ......................... / , �� 9:, 97402 '��i �l�'��'��CENSE� G���� � �;; � "`��' +^ �ti copies submitted: (1) Ms. Jordyn Denny; Northwest I.S.D. (by email) (1) Ms. Corrie Hood; AIA; Huckabee (by email) CMJ Engineering 7636 Pebble Drive p: 817.284.9400 Fort Worth, TX 76118 f: 817.589.9993 www.cmjengr.com TABLE OF CONTENTS Page 1.0 INTRODUCTION ------------------------------------------------------------------------------------------------------- 1 2.0 FIELD EXPLORATION AND LABORATORY TESTING ------------------------------------------------------ 2 3.0 SUBSURFACE CONDITIONS -------------------------------------------------------------------------------------- 4 4.0 EXISTING FILLS ------------------------------------------------------------------------------------------------------- 6 5.0 FOUNDATION RECOMMENDATIONS --------------------------------------------------------------------------- 6 6.0 FLOOR SLABS & EXTERIOR FLATWORK -------------------------------------------------------------------- 10 7.0 SPORT COURT ------------------------------------------------------------------------------------------------------- 15 8.0 EXPANSIVE SOIL CONSIDERATIONS ------------------------------------------------------------------------- 17 9.0 RETAINING WALL STRUCTURES ------------------------------------------------------------------------------- 19 10.0 SEISMIC CONSIDERATIONS ------------------------------------------------------------------------------------- 23 11.0 EARTHWORK ---------------------------------------------------------------------------------------------------------- 23 12.0 PAVEMENTS ----------------------------------------------------------------------------------------------------------- 27 13.0 CONSTRUCTION OBSERVATIONS ----------------------------------------------------------------------------- 32 14.0 REPORT CLOSURE ------------------------------------------------------------------------------------------------- 33 APPENDIX A Plate Plan of Borings --------------------------------------------------------------------------------------------------------------- A.1 Unified Soil Classification -------------------------------------------------------------------------------------------------- A.2 Key to Classification and Symbols -------------------------------------------------------------------------------------- A.3 Logs of Borings ----------------------------------------------------------------------------------------------------- A.4 – A.18 Free Swell Test Results -------------------------------------------------------------------------------------------------- A.19 Soluble Sulfate Test Results -------------------------------------------------------------------------------------------- A.20 Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 1 1.0 INTRODUCTION 1.1 Project Description The project site is located along the west side of Chaplin Drive and bound on the north by the proposed Blackhorse Trail in Fort Worth, Texas. The project consists of a new elementary school facility with a building footprint on the order of 67,000 square feet. An outdoor basketball court is planned on the west side of the school, plus playground and courtyard areas. Parking lots and access drives are planned on the north and south sides of the school building. A portion of the project site was previously excavated for use as a material borrow pit and has since been filled. Plate A.1, Plan of Borings, presents the approximate locations of the exploration borings. 1.2 Purpose and Scope The purpose of this geotechnical engineering study has been to determine the general subsurface conditions, evaluate the engineering characteristics of the subsurface materials encountered, and develop recommendations for the type or types of foundations suitable for the project. To accomplish its intended purposes, the study has been conducted in the following phases: (1) drilling sample borings to determine the general subsurface conditions and to obtain samples for testing; (2) performing laboratory tests on appropriate samples to determine pertinent engineering properties of the subsurface materials; and (3) performing engineering analyses, using the field and laboratory data to develop geotechnical recommendations for the proposed construction. The design is currently in progress and the locations and/or elevations of the structures could change. Once the final design is near completion (80-percent to 90-percent stage), it is recommended that CMJ Engineering, Inc. be retained to review those portions of the construction documents pertaining to the geotechnical recommendations, as a means to determine that our recommendations have been interpreted as intended. 1.3 Report Format The text of the report is contained in Sections 1 through 14. All plates and large tables are contained in Appendix A. The alpha-numeric plate and table numbers identify the appendix in which they appear. Small tables of less than one page in length may appear in the body of the text and are numbered according to the section in which they occur. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 2 Units used in the report are based on the English system and may include tons per square foot (tsf), kips (1 kip = 1,000 pounds), kips per square foot (ksf), pounds per square foot (psf), pounds per cubic foot (pcf), and pounds per square inch (psi). 2.0 FIELD EXPLORATION AND LABORATORY TESTING 2.1 Field Exploration Subsurface materials at the project site were explored by fifteen (15) vertical soil borings. Borings B-1 through B-5 and B-9 through B-11 drilled to depths of 30 to 35 feet below existing grades and Borings B-12 through B-15 were drilled to a depth of 8 feet in October of 2020. Borings B-6 through B-8 were subsequently drilled in December 2021 following filling of the borrow pit area onsite. The borings were drilled using continuous flight augers with a truck-mounted drilling rig. Borings were drilled at the approximate locations shown on the Plan of Borings, Plate A.1. The boring logs are included on Plates A.4 through A.18 and keys to classifications and symbols used on the logs are provided on Plates A.2 and A.3. Undisturbed samples of cohesive soils were obtained with nominal 3-inch diameter thin-walled (Shelby) tube samplers at the locations shown on the logs of borings. The Shelby tube sampler consists of a thin-walled steel tube with a sharp cutting edge connected to a head equipped with a ball valve threaded for rod connection. The tube is pushed into the soil by the hydraulic pulldown of the drilling rig. The soil specimens were extruded from the tube in the field, logged, tested for consistency with a hand penetrometer, sealed, and packaged to limit loss of moisture. The consistency of cohesive soil samples was evaluated in the field using a calibrated hand penetrometer. In this test a 0.25-inch diameter piston is pushed into the relatively undisturbed sample at a constant rate to a depth of 0.25 inch. The results of these tests, in tsf, are tabulated at respective sample depths on the logs. When the capacity of the penetrometer is exceeded, the value is tabulated as 4.5+. Disturbed samples of the noncohesive granular or stiff to hard cohesive materials were obtained utilizing a nominal 2-inch O.D. split-barrel (split-spoon) sampler in conjunction with the Standard Penetration Test (ASTM D 1586). This test employs a 140-pound hammer that drops a free fall vertical distance of 30 inches, driving the split-spoon sampler into the material. The number of Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 3 blows required for 18 inches of penetration is recorded and the value for the last 12 inches, or the penetration obtained from 50 blows, is reported as the Standard Penetration Value (N) at the appropriate depth on the logs of borings. To evaluate the relative density and consistency of the harder formations, a modified version of the Texas Cone Penetration test was performed at selected locations. Texas Department of Transportation (TxDOT) Test Method Tex-132-E specifies driving a 3-inch diameter cone with a 170-pound hammer freely falling 24 inches. This results in 340 foot-pounds of energy for each blow. This method was modified by utilizing a 140-pound hammer freely falling 30 inches. This results in 350 foot-pounds of energy for each hammer blow. In relatively soft materials, the penetrometer cone is driven 1 foot and the number of blows required for each 6-inch penetration is tabulated at respective test depths, as blows per 6 inches on the log. In hard materials (rock or rock-like), the penetrometer cone is driven with the resulting penetrations, in inches, recorded for the first and second 50 blows, a total of 100 blows. The penetration for the total 100 blows is recorded at the respective testing depths on the boring logs. 2.2 Laboratory Testing Laboratory soil tests were performed on selected representative samples recovered from the borings. In addition to the classification tests (liquid limits and plastic limits), moisture content, unit weight, and unconfined compressive strength tests were performed. Results of the laboratory classification tests, moisture content, unit weight, and unconfined compressive strength tests conducted for this project are included on the boring logs. Swell tests were performed on specimens from selected samples of the clays. These tests were performed to help in evaluating the swell potential of soils in the area of the proposed structures. The results of the swell tests are presented on Plate A.19. Soluble sulfate tests were conducted on selected soil samples recovered from the borings. The sulfate testing was conducted to help identify sulfate-induced heaving potential of the soils. The results of the sulfate tests are presented on Plate A.20. The above laboratory tests were performed in general accordance with applicable ASTM procedures, or generally accepted practice. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 4 3.0 SUBSURFACE CONDITIONS 3.1 Site Geology The Dallas Sheet of the Geologic Atlas of Texas indicates the site is located in an outcropping of the Fort Worth Limestone and Duck Creek Formations, undivided. Clays are typically present at the surface underlain by tan limestone. The parent bedrock consists of hard gray limestone with some clay and interbedded calcareous shale. These formations typically weather to form shallow deposits of active clay at the surface. These clays often contain significant quantities of limestone fragments. 3.2 Soil Conditions Specific types and depths of subsurface strata encountered at the boring locations are shown on the boring logs in Appendix A. Note that depths on the borings refer to the depth from the existing grade or ground surface present at the time of the investigation, and the boundaries between the various soil types are approximate. Surficial soils encountered consist of dark brown, brown, light brown, tan, light reddish brown, and olive brown silty clays and clays containing various fractured limestone seams, limestone layers, limestone boulders, calcareous deposits, calcareous nodules, ironstone nodules, iron seams, and iron stains. These soils were noted as existing fill containing appreciable limestone fragments in Borings B-6 through B-8, extending to depths of 8 to 12 feet. Tan limestone layers (occasionally fractured, containing clay seams or layers) or tan limestone boulders with thicknesses of 1 to 3 feet are present within the various silty clays and clays in Borings B-3, B-10, and B-13 at depths of 2 to 5 feet. These upper tan limestone stata are considered moderately hard (rock basis), with Texas Cone Penetrometer (THD) test values of 2½ to 3¼ inches of penetration for 100 hammer blows. A 4-inch thick gray limestone seam is present within the clays in Boring B-2 at a depth of 9 feet. The clays and silty clays encountered in Borings B-12 and B-13 are noted as fill to depths of 2 to 5 feet. The various clay and silty clay soils were generally stiff to hard (soil basis) with pocket penetrometer readings of 1.5 to over 4.5 tsf. Liquid limit (LL) and plasticity index (PI) values typically ranged from 30 to 69, and 16 to 48, respectively. Unconfined compressive strength and unit dry weights varied from 1,030 to 14,810 psf and 85 to 128 pcf in the encountered surficial Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 5 soils, respectively. Select lower strength test results reflect the presence of limestone fragments, indicating higher in-situ strength than the tested value. Tan limestone is next present in Borings B-1, B-4 through B-7, B-9, B-11, and B-12 at depths of typically 1 to 9 feet. The tan limestone often contains clay seams and layers, occasionally occurs as fractured or weathered, and is considered moderately hard to hard (rock basis), with Texas Cone Penetrometer (THD) test values of 1½ to 7 inches of penetration for 100 hammer blows. Gray limestone is then present in Borings B-1 through B-11 at depths of 7 to 14 feet and extends through boring termination at 30 to 35 feet. The gray limestone contains shale seams and shaly limestone seams and were typically moderately hard to very hard (rock basis), with Texas Cone Penetrometer (THD) test values ranging from ½ to 3 inches per 100 blows. The Atterberg Limits tests indicate the surficial clays encountered at this site are active to highly active with respect to moisture induced volume changes. Active clays can experience volume changes (expansion or contraction) with fluctuations in their moisture content. Results of select swell tests reflect a relatively high potential for moisture-induce volume change from present in-situ moisture levels. 3.3 Ground-Water Observations The borings were drilled using continuous flight augers in order to observe ground-water seepage during drilling. Ground water was not encountered during drilling in the borings and all borings were dry at completion of drilling operations. During wet periods of the year seepage can occur in or above the tan limestones, within fractures or more permeable strata within the tan limestones, or within joints in the clays. Fluctuations of the ground-water level can occur due to seasonal variations in the amount of rainfall; site topography and runoff; hydraulic conductivity of soil strata; and other factors not evident at the time the borings were performed. The possibility of ground-water level fluctuations should be considered when developing the design and construction plans for the project. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 6 4.0 EXISTING FILLS Existing fills were encountered to depths of 8 to 12 feet in Borings B-6 through B-8 within the previous borrow pit area and in Borings B-12 and B-13 to depths of 2 to 5 feet. Samples of the fills were reasonably dense and free of significant voids. However, in the absence of documented density control, the possibility of undercompacted zones or voids exists. Removal and replacement of all the fill following the recommendations in subsequent sections of this report is the only method eliminating the risk of unusual settlement. If documented density testing is obtained, contact this office to review these records and revise our recommendations as necessary. Methods less extreme than complete removal are discussed in the Floor Slabs & Exterior Flatwork and Pavements sections of this report. These methods are intended to represent a reasonable approach for construction of slabs on-grade and paving; however, they will not eliminate the risk of unexpected movements in some areas. 5.0 FOUNDATION RECOMMENDATIONS 5.1 General Foundation Considerations Two independent design criteria must be satisfied in the selection of the type of foundation to support the proposed structures. First, the ultimate bearing capacity, reduced by a sufficient factor of safety, must not be exceeded by the bearing pressure transferred to the foundation bearing strata. Second, due to consolidation or expansion of the underlying soils during the operating life of the structure, total and differential vertical movements must be within the owner’s selected tolerable limits. The recommended foundation alternatives for the proposed building are discussed below. The moisture induced volume changes associated with the active to highly active clays present at this site and possible indeterminant settlement of the existing fills indicate that shallow or near surface footings could be subject to differential movements of a potentially detrimental magnitude. Based on the anticipated column loads, a deep foundation system transferring column loads to the unweathered gray limestone is considered the most positive foundation system. Straight drilled reinforced concrete shafts penetrating the unweathered gray limestone offer a positive foundation system and are recommended. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 7 5.2 Straight Shaft Design Parameters 5.2.1 Design Criteria Recommendations and parameters for the design of cast-in-place straight-shaft drilled piers are outlined below. Specific recommendations for the construction and installation of the drilled piers are included in the following section and shall be followed during construction. Bearing Stratum Gray LIMESTONE, w/ shale and shaly limestone seams Depth of Bearing Stratum: Approximately 7 to 14 feet below existing grades (Where fills are planned, additional depth should be accounted for based on the project grading plans.) Required Penetration/Depth: All piers should penetrate into the bearing stratum a minimum of 3 feet. Deeper penetrations may be required to develop additional skin friction and/or uplift resistance. Allowable End Bearing Capacity: 27,000 psf Allowable Skin Friction: Applicable below a minimum penetration of 3 feet into the bearing stratum and below any temporary casing; 4,300 psf for compressive loads and 3,200 psf for tensile loads. The maximum ratio of overall shaft length to shaft diameter is 30:1. A minimum pier diameter of 18 inches is recommended. Drilled shafts must extend through any weathered shale zones or tan limestone zones and bear only in competent, unweathered gray limestone. The above values contain a safety factor of three (3). In order to develop full load carrying capacity in skin friction, adjacent shafts should have a minimum center-to-center spacing of 2.5 times the diameter of the larger shaft. Closer spacing may require some reductions in skin friction and/or changes in installation sequences. Closely spaced shafts should be examined on a case-by-case basis. As a general guide, the design skin friction will vary linearly from the full value at a spacing of 2.5 diameters to 50 percent of the design value at 1 diameter. Settlements for properly installed and constructed straight shafts in the unweathered gray limestone be primarily elastic and are estimated to be ½ inch or less. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 8 5.2.2 Soil Induced Uplift Loads The drilled shafts could experience tensile loads as a result of post construction heave in the site soils. The magnitude of these loads varies with the shaft diameter, soil parameters, and particularly the in-situ moisture levels at the time of construction. In order to aid in the structural design of the reinforcement, the reinforcement quantity should be adequate to resist tensile forces based on soil adhesion equal to 1,800 psf acting over the upper 10 feet of the pier shaft. This load must be resisted by the dead load on the shaft, continuous vertical reinforcing steel in the shaft, and a shaft adhesion developed within the bearing strata as previously discussed for straight shafts. In order to aid in the structural design of the reinforcement, minimum reinforcing should be equal to 0.5 percent of the shaft area. 5.2.3 Lateral Load Design Values Drilled shaft design parameters for use with Lpile based on our laboratory test results are presented in Table 5.2.3-1 together with our recommended design stratigraphy. Exposed clay soils surrounding the drilled shaft are recommended to be neglected in the lateral load analyses because of the potential for shrinkage cracks forming along the sides of the drilled shafts. For the shaly limestone, limestone, and shale, the “Strong Rock” model is suitable for use with Lpile. TABLE 5.2.3-1 – RECOMMENDED LATERAL LOAD DESIGN VALUES Soil / Rock Type Design Depth Interval (ft) Design Total Unit Weight (pcf) Design Strength Design e50 k-value (pci) E (psi) Soil 1: Clay Soils (undrained condition) 12 to top of Rock 1* 120 Cohesion (psi) Friction Angle (degrees) 0.01 200 - 7 0 Soil 1: Clay Soils (drained condition) 12 to top of Rock 1* 120 4 15 0.01 200 - Rock 1: Gray Limestone (Est. RQD = 70%) 7 – 14 (See Section 5.2.1) 140 Uniaxial Compressive Strength (psi) krm = 0.0001 - 1X105 600 *Applicable only for areas where the gray limestone occurs at depths in excess of 12 feet. Lateral shaft resistance should not be considered within the upper 12 feet due to the potential for shrinkage cracks forming along the sides of the drilled shafts and the presence of existing fill. Tan limestone should be neglected due to variable occurrence. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 9 5.2.4 Drilled Shaft Construction Considerations Drilled pier construction should be monitored by a representative of the geotechnical engineer or the owners designated Special Inspections and Testing Agency (SITA) to observe, among other things, the following items: • Identification of bearing material • Adequate penetration of the shaft excavation into the bearing layer • The base and sides of the shaft excavation are clean of loose cuttings • If seepage is encountered, whether it is of sufficient amount to require the use of temporary steel casing. If casing is needed it is important that the field representative observe that a high head of plastic concrete is maintained within the casing at all times during their extraction to prevent the inflow of water Shaft excavations should be maintained in the dry. If temporary casing is required for proper shaft installation, the temporary casing should be seated in the bearing stratum with all water and most loose material removed prior to beginning the design penetration. Care must then be taken that a sufficient head of plastic concrete is maintained within the casing during extraction. Precautions should be taken during the placement of reinforcing steel and concrete to prevent loose, excavated soil from falling into the excavation. Concrete should be placed as soon as practical after completion of the drilling, cleaning, and observation. Excavation for a drilled pier should be filled with concrete before the end of the workday, or sooner if required to prevent deterioration of the bearing material. Prolonged exposure or inundation of the bearing surface with water will result in changes in strength and compressibility characteristics. If delays occur, the drilled pier excavation should be deepened as necessary and cleaned, in order to provide a fresh bearing surface. The concrete should have a slump of 6 inches plus or minus 1 inch. The concrete should be placed in a manner to prevent the concrete from striking the reinforcing cage or the sides of the excavation. Concrete should be tremied to the bottom of the excavation to control the maximum free fall of the plastic concrete to less than 10 feet, or focus concrete in the middle of the reinforcing cage to prevent segregation. A drilling rig of sufficient size and weight will be necessary for drilling and/or coring through the hard layers to reach the desired bearing stratum and achieve the required penetration. It should Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 10 be anticipated that hard to very hard zones can be present in the tan limestone and gray limestone. The hard to very hard layers can complicate pier drilling operations. In addition to the above guidelines, the specifications from the Association of Drilled Shaft Contractors Inc. "Standards and Specifications for the Foundation Drilling Industry" as Revised 1999 or other recognized specifications for proper installation of drilled shaft foundation systems should be followed. 5.3 Grade Beams All grade beams should be supported by the drilled shafts and tied into the tops of the piers. A minimum 12-inch void space or crawl space should be provided beneath all grade beams to prevent contact with the swelling clay soils. This void will serve to minimize distress resulting from swell pressures generated by the clays. Grade beams may be cast on cardboard carton forms or formed above grade. If cardboard carton forms are used, care should be taken to not crush the carton forms, or allow the carton forms to become wet prior to or during concrete placement operations. The cardboard cartons should extend the full length between piers and the full width of the beam. The in-place void boxes should be observed prior to concrete placement to determine that they are firm and capable of supporting the wet concrete and that they are placed the full width and length of the beam, between piers. A soil retainer should be provided to help prevent in-filling of this void. Backfill against the exterior face of grade beams or panels should be properly compacted on-site clays. Compaction should be a minimum of 93 percent of ASTM D 698, at a minimum of 2 percentage points above the optimum moisture content determined by that test. This clay fill is intended to reduce surface water infiltration beneath the structures. 6.0 FLOOR SLABS & EXTERIOR FLATWORK 6.1 Potential Vertical Movements Lightly loaded floor slabs and exterior flatwork placed on-grade will be subject to movement as a result of moisture induced volume changes in the active to highly active clays and possible indeterminant settlement of the existing fills present at this site. The clays expand (heave) with increases in moisture and contract (shrink) with decreases in moisture. The movement typically Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 11 occurs as post construction heave. The potential magnitude of the moisture induced movements is rather indeterminate. It is influenced by the soil properties, overburden pressures, thickness of clays and, to a great extent, by soil moisture levels at the time of construction. The greatest potential for post-construction movement occurs when the soils are in a dry condition at the time of construction. Site grading will affect the potential movements. Fills using active to highly active clays will significantly increase the potential moisture induced movements while cuts will reduce the potential movements. Based on the conditions encountered in the borings, the potential moisture induced movements are estimated to be on the order of 2 to 3½ inches for soils in a dry condition for slabs situated on grade at or near present existing grades. Grading plans for this project were provided by and prepared by Teague Nall and Perkins, Inc., Sheets C1.06 through C1.08, dated February 11, 2022. These grading plans indicate the building footprint and surrounding flatwork areas will be situated on planned fills of on the order of 4 to 9 feet. Fills consisting of the on-site active to highly active clays would increase estimated movements to be on the order of 4¼ to 5¾ inches for soils in a dry condition. The greatest movements are in the area of the deepest clays and/or clay fills. In areas where all clay thicknesses are reduced the moisture induced movements are likewise reduced. Surrounding site amenities such as exterior flatwork will be subject to potential movements as described above. Subgrade preparation recommendations to reduce potential movements beneath ground-supported floor slabs (if any) and flatwork areas are presented below in Section 6.3. 6.2 Structurally Suspended Floor Slab The most positive method of preventing slab distress due to swelling soils is to structurally suspend the interior slab. Due to the expansion potential of the site clays we recommend that the suspended floor slab be constructed on carton forms with a minimum 12-inch void space or crawl space. Care should be taken to assure that the void boxes are not allowed to become wet or crushed prior to or during concrete placement and finishing operations. Corrugated steel, placed on the top of the carton forms, could be used to reduce the risk of crushing of the carton forms during concrete placement and finishing operations. As a quality control measure during construction, "actual" Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 12 concrete quantities placed should be checked against "anticipated" quantities. Significant concrete "overage" would be an early indication of a collapsed void. Where a crawl space is utilized, provisions should be made to provide drainage from under the buildings. Also, because of capillary moisture buildup, proper ventilation should be provided in the crawl space below the slab. Ventilation of the void and a vapor barrier below the floors should be provided if high humidity can cause problems with floor tile adhesives. Vehicle or pedestrian ramps leading up to the buildings should be structurally connected to the building grade beams to avoid abrupt differential movement between the building slab and the ramps. Transitioning details will be required at the points where ramps connect with paving and slab on grade elements. In addition, ramp slabs should be constructed so that slopes sufficient for effective drainage of surface water are still provided after potential differential movements. 6.3 Ground-Supported Floor Slabs & Flatwork 6.3.1 General Usage CMJ recommends the elementary school slab be structurally suspended as discussed above. A ground supported interior slab placed on-grade should only be considered if slab movement can be tolerated. The level of acceptable movement varies with the user. The more commonly used methods consist of placing non-expansive select fill beneath the slab and moisture conditioning the soils. The use of these methods will not eliminate the risk of unacceptable movements. Contact this office for additional recommendations should any interior slabs be placed on grade. Flatwork situated on-grade will be subject to post construction heave as discussed above. Differential movements also should be anticipated between structurally suspended building slabs and flatwork placed on-grade. The only method of avoiding differential movement in the flatwork and between the building and the flatwork is for both elements to be structurally suspended. Readers should understand that a ground-supported floor slab and flatwork can heave considerably if placed on dry, expansive clays. Consideration can be given to methods to reduce the moisture induced movements beneath flatwork. The borings conducted indicate the overburden soils to be variable in thickness, ranging from 1 foot to 14 feet thick at the locations sampled. In addition, fills using on-site soils are planned with thicknesses generally on the order of 4 to 9 feet. These clayey soils are typically moderately to highly plastic and moderately to highly Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 13 expansive. Reductions in anticipated movements can be achieved by using methods developed in this area to reduce on-grade slab movements. The installation of a minimum of 1 foot of non-expansive select fill over a minimum of 10 feet of moisture conditioned clays or all clays extending to the top of tan or gray limestone (whichever occurs first) should reduce potential movements to on the order of 1 inch or less. Moisture conditioning can be achieved by mechanically reworking the clays as described below. This method also serves to rework most of the existing fills. With the presence of appreciable limestone fragments, limestone boulders, and gravel in the existing fills, the potential exists for significant processing of these rock fragments in order to be utilized as fill. If a different magnitude of reduction other than described is desired, please contact this office for additional recommendations. This process is itemized below. Slabs not capable of tolerating 1 inch of differential movement should be structurally suspended. These recommendations should be reviewed once a grading plan is finalized. Excavation of the tan or gray limestone is not necessary to complete the removal process; however zones of limestone seams, layers, and boulders which are 1-foot in thickness or less within the clays must be removed and will require significant processing effort in order to re-utilize as fill. Therefore, it is recommended a representative of CMJ or the owners designated SITA be retained during the removal process to verify the presence of the weathered and fractured limestone versus clays, and observe the appropriate clay removal. Excavated rock and gravel materials may be utilized provided 50 percent of the material passes the No. 4 sieve and no rock fragments are larger than 4 inches in any dimension Where finished grade results in cuts, seasonal water seeps can occur where the tan limestones are approached or exposed. Subsoil drains may be required in some areas to intercept this seepage. This can be evaluated after a grading plan is finalized. Soil treatments presented in this section are referenced as an alternative to the use of a structurally suspended slab. The owner must fully understand that if the flatwork is placed on- grade, some movement and resultant cracking within the flatwork may occur. This upward slab movement and cracking is usually difficult and costly to repair and may require continued maintenance expense. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 14 Irrigated landscaped areas often surround exterior flatwork areas. Moisture fluctuations in the landscape areas surrounding relatively narrow flatwork areas can subject the soils underlying the flatwork to expansion and contraction. In order to minimize the effects of moisture fluctuations in the upper portions of the soil profile consideration can be given to a vertical moisture barrier along the perimeter of the flatwork. The vertical moisture barrier can consist of either a minimum 8-inch wide lean concrete section (i.e., one sack cement), or a minimum 10-millimeter thick polyethylene plastic membrane. A minimum depth for the vertical moisture barrier is 4 feet. A properly engineered and constructed vapor barrier should be provided beneath slabs-on-grade which will be carpeted or receive moisture sensitive coverings or adhesives. In general, the following procedures are recommended to be performed under exterior, ground- supported flatwork: 6.3.2 Mechanical Reworking of Near-Surface Clays with 1’ Select Fill Cap In general, the procedure is performed as follows: 1. Remove all existing pavements, surface vegetation, trees and associated root mats, organic topsoil and any other deleterious material. 2. Excavate to a minimum of 10.5 feet below finished grade or to the top of tan or gray limestone, whichever occurs first. It is not necessary to excavate intact tan or gray limestone in order to achieve the recommended depth of moisture conditioning. In the area existing fill within the previous borrow pit, proof-roll the exposed clay subgrade using heavy pneumatic equipment, weighing a minimum 25 tons. Any soft or pumping areas should be excavated to firm ground and properly backfilled as described in the Earthwork Section 11.2. Scarify the exposed subgrade, if present, at the base of the excavation to a depth of 8 inches, adjust the moisture, and compact at a minimum of 4 percentage points above optimum moisture to between 93 and 98 percent Standard Proctor density (ASTM D 698). Over-compaction should not be allowed. 3. Fill pad to 1 foot below final grade using site excavated or similar clay soils with no rock fragments greater than 4 inches in maximum dimension. Excavated limestone seams, layers, and boulders within the clays will require processing efforts to attain the recommended maximum particle size. Compact in maximum 9-inch loose lifts at a minimum of 4 percentage points above optimum moisture to between 93 and 98 percent Standard Proctor density (ASTM D 698). Field density tests should be taken as each lift of fill material is placed. Each lift should be compacted, tested, and approved before another lift is added. Over-compaction should not be allowed. 4. Complete pad fill using a minimum of 1 foot of sandy clay/clayey sand non-expansive select fill with a Liquid Limit less than 35 and a Plasticity Index (PI) between 5 and 16. The select fill should be compacted in maximum 9-inch loose lifts at minus 2 to plus 3 percentage points of the soil’s optimum moisture content at a minimum of 95 percent of Standard Proctor density (ASTM D 698). The select fill should be placed within 48 hours of completing the installation of the moisture conditioned soils. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 15 The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. 7.0 SPORT COURT 7.1 General Considerations Boring B-11 is located in the area of the hard surface play area which may include thickened and stiffened monolithic slab-on-grade foundation. The moisture induced volume changes associated with the highly active clays present and planned fills at this structure location indicate that shallow or near surface footings could be subject to differential movements of a potentially detrimental magnitude. The most positive foundation system for the proposed structure would be situated below the zone of most significant seasonal moisture variations. A deep foundation system transferring column loads to a suitable bearing stratum, as previously discussed in Section 5.0, is considered the most positive foundation system. However, the use of a monolithic, slab-on-grade can be used if anticipated movements can be tolerated and is anticipated to be used for this structure. The key to the success of slab performance includes obtaining the proper design parameters for design, designing the slab for the representative movements anticipated, and construction and post-construction techniques to reduce the possibility of undue movements. Expansive soils will neither heave nor shrink unless the actual moisture content of the soil changes. Therefore, maintaining as constant moisture content aside and below slab foundations becomes of paramount importance to reduction of soil movements. 7.2 Monolithic, Slab-on-Grade 7.2.1 Design Parameters A stiffened, monolithically placed slab-on-grade foundation, either rebar or post-tensioned, used in the vicinity of Boring B-11 must be designed with exterior and interior grade beams to provide sufficient rigidity to tolerate the differential soil movements. These differential movements typically will occur between the periphery and interior of the slab-on-grade system. Foundation movements are anticipated to occur primarily due to post construction heave of the underlying soils but also can occur due to shrinkage of the clays around the perimeter of the slab. It is recommended that Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 16 all fill soils be properly placed and compacted in accordance with this report section and Section 11.0, Earthwork, prior to foundation installation. Site grading can affect the design parameters. For example, fills using on-site or similar clays will increase the total clay thickness thereby increasing the potential vertical rise in the sport court/play area. The values presented below take into account grading plans as prepared by Teague Nall and Perkins, Inc., Sheets C1.06 through C1.08, dated February 11, 2022. This office should be contacted for additional recommendations if the provided grading plans are revised. Slab-on-grade construction only should be considered if slab movement can be tolerated. The level of acceptable movement varies with the user, but methods are normally selected with the goal of limiting slab movements. Readers should understand that a ground-supported floor slab can heave considerably if placed on dry, expansive clays. Reductions in anticipated movements can be achieved by using methods developed in this area to reduce on-grade slab movements. The more commonly used methods consist of placing non- expansive select fill beneath the slab and moisture conditioning the soils. The use of these methods will not eliminate the risk of unacceptable movements. The foundation should be designed by a structural engineer familiar with stiffened slabs-on-grade subject to differential movement. Design parameters are presented below for PVR and differential swell using the Post-Tensioning Institute’s (PTI) slab-on-grade design method, 3rd Edition, for foundations located in the vicinity of Boring B-11. With Moisture- Conditioned Pad* Design Potential Vertical Rise Edge Moisture Variation - 1 inch* Approximate Center Lift: 7.8 feet* Approximate Edge Lift: 4.0 feet* Differential Swell - Approximate Center Lift: 0.9 inch* Approximate Edge Lift: 1.2 inches* * After 7 feet of moisture conditioning with 1 foot select fill cap as described in Section 6.3. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 17 Beams may be designed based on an allowable soil bearing pressure of 2,000 pounds per square foot or less within the shallow soils. The beams should extend at least 12 inches into compacted and tested fill. The beam depth is given in regard to bearing capacity and is not intended to be a structural recommendation. It should be recognized that a post tensioned or conventionally reinforced slab-on-grade foundation system placed at this site will be subject to differential movements as indicated above. If slab stiffness is not sufficient to resist the ground movements, these movements can cause cracking of interior sheet rock walls and exterior brick walls. Poor drainage, water leaks, free water sources, long term percolation in recessed planter areas and/or trees can result in greater differential movements. For example, should leaks develop in underground water or sewer lines or the grades around the structure are changed and cause ponding of water, unacceptable slab movements could develop. A greater risk of unsatisfactory foundation performance exists with a slab-on-grade design than for a drilled shaft design. The key to the success of this foundation is proper design/construction, and providing control of the below-slab water. Providing excellent drainage away from the structure, preventing ponding water aside the slab, and using relatively impermeable backfill to prevent water intrusion via utility line backfill enhance the slab performance. A properly engineered and constructed moisture barrier should be provided beneath the slab-on- grade. 8.0 EXPANSIVE SOIL CONSIDERATIONS 8.1 Site Drainage An important feature of the project is to provide positive drainage away from the proposed building and structures. If water is permitted to stand next to or below the structure, excessive soil movements (heave) can occur. This could result in differential floor slab or foundation movement. A well-designed site drainage plan is of utmost importance and surface drainage should be provided during construction and maintained throughout the life of the structure. Consideration should be given to the design and location of gutter downspouts, planting areas, or other features which would produce moisture concentration adjacent to or beneath the structure or paving. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 18 Consideration should be given to the use of self-contained, watertight planters. Joints next to the structure should be sealed with a flexible joint sealer to prevent infiltration of surface water. Proper maintenance should include periodic inspection for open joints and cracks and resealing as necessary. Rainwater collected by the gutter system should be transported by pipe to a storm drain or to a paved area. If downspouts discharge next to the structure onto flatwork or paved areas, the area should be watertight in order to eliminate infiltration next to the buildings. 8.2 Additional Design Considerations The following information has been assimilated after examination of numerous projects constructed in active soils throughout the area. It is presented here for your convenience. If these features are incorporated in the overall design of the project, the performance of the structures should be improved. • Special consideration should be given to completion items outside the building areas, such as stairs, sidewalks, signs, etc. They should be adequately designed to sustain the potential vertical movements mentioned in the report. • Roof drainage should be collected by a system of gutters and downspouts and transmitted away from the structures where the water can drain away without entering the building subgrade. • Sidewalks should not be structurally connected to any buildings. They should be sloped away from the buildings so that water will drain away from the structures. • The paving and the general ground surface should be sloped away from the buildings on all sides so that water will always drain away from the structures. Water should not be allowed to pond near the buildings after a slab has been placed. • Trees and deep-rooted shrubs should not be used as landscaping around the structure perimeter as the root systems can lead to desiccation of the subgrade soils. Any existing trees or trees to be planted should be at a distance from the building and flatwork such that the building will not fall within the drip line of the mature plants (usually one to one- and-one-half times the mature height of the tree). If existing tree removal is not an acceptable option, a vertical root barrier, extending to a minimum depth of 4 feet, should be constructed around the perimeter of the foundation in proximity to the area described above. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 19 • Every attempt should be made to limit the extreme wetting or drying of the subsurface soils since swelling and shrinkage will result. Standard construction practices of providing good surface water drainage should be used. A positive slope of the ground away from foundations should be provided to carry off the run-off water both during and after construction. • Backfill for utility lines or along the perimeter beams should consist of on-site material so that they will be stable. If the backfill is too dense or too dry, swelling may form a mound along the ditch line. If the backfill is too loose or too wet, settlement may form a sink along the ditch line. Either case is undesirable since several inches of movement is possible and floor cracks are likely to result. The soils should be processed using the previously discussed compaction criteria. • Utility line details and fixtures must consider the potential for differential movement beneath any piping. In conjunction with a structural slab all underground utility lines should be isolated from expansive clays. A similar 12-inch void is recommended between the utility bottom and underlying clay soils. This prevents the utility lines from uplifting into the suspended slab. 9.0 RETAINING WALL STRUCTURES 9.1 Foundations If the retaining walls are sensitive to movements, we recommend they be supported on a deep foundation system as previously discussed. If differential movements are acceptable, the retaining wall foundations can be supported on footings founded into the natural soils, properly placed and compacted fills, or limestone at least 2 feet below existing grade. The retaining wall foundations may be designed for an allowable bearing pressure of 1.8 ksf. Soils existing in a soft to firm state should be evaluated on a case-by-case basis. Close inspection of soils strength should be conducted by a geotechnical engineer to allow designation and removal of soft soils not meeting the bearing capacity stated above. The base of all excavated footings should be inspected by a geotechnical engineer or geotechnician under his or her supervision to assure that the bottom is firm, level and free of loose soil material and/or debris. It should be noted that retaining wall foundations are typically subjected to non-uniform pressure across the foundation, and possibly negative pressure (separation of foundation from soil) under a portion of the foundation, due to the overturning moment induced by the lateral earth pressures. The allowable foundation pressures given above are for the maximum pressure induced by the foundation loads, and not the average pressure under the foundation base. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 20 The horizontal bases of the footings will develop resistance to sliding by means of a combination of friction and adhesion (for cohesive foundat ion materials). Given the nature of the foundation materials, an adhesion of 500 psf may be used for earth formed footings. An ultimate friction factor of 0.3 may be used to calculate sliding resistance of the footings bearing on site clay soils. Sliding resistance may be increased in areas where keyways are present beneath the wall footings. The vertical earth-formed sides of keyways will resist lateral forces by developing passive earth pressures. A passive lateral earth pressure coefficient of 2.0 should be used for passive resistance calculations where passive resistance is developed against a vertical earth-formed side of a keyway, based on a soil unit weight of 125 pcf, per foot of footing height. Foundations for the retaining walls designed in accordance with these recommendations will have a minimum factor of safety of 3 with respect to a bearing capacity failure, and should experience a total settlement of 1 inch or less and a differential settlement of ½ inch or less, after construction. 9.2 Lateral Earth Pressures 9.2.1 General The below grade and retaining walls must be designed for lateral pressures including, but not necessarily limited to, earth, water, surcharge, swelling, and vibration. In addition, the lateral pressures will be influenced by whether the backfill is drained or undrained, and above or below the ground-water table. 9.2.2 Equivalent Fluid Pressures Lateral earth pressures on below grade and retaining walls will depend on a variety of factors, including the type of soils behind the wall, the condition of the soils, and the drainage conditions behind the wall. Recommended lateral earth pressures expressed as equivalent fluid pressures, per foot of wall height, are presented in Table 9.2.2-1 for a wall with a level backfill behind the top of the wall. The equivalent fluid pressure for an undrained condition should be used if a drainage system is not present to remove water trapped in the backfill and behind the wall. Pressures are provided for at-rest and active earth pressure conditions. Rigid walls are not anticipated to develop enough movement to mobilize active earth pressures. In order to allow for an active condition the top of the wall(s) must deflect on the order of 0.4 percent. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 21 For the select fill or free draining granular backfill these values assume that a “full” wedge of the material is present behind the wall. The wedge is defined where the wall backfill limits extend outward at least 2 feet from the base of the wall and then upward on a 1H:2V slope. For narrower backfill widths of granular or select fill soils, the equivalent fluid pressures for the on-site soils should be used. TABLE 9.2.2-1 – Equivalent Fluid Pressures Backfill Material At-Rest Equivalent Fluid Pressure (pcf) Active Equivalent Fluid Pressure (pcf) Drained Undrained Drained Undrained Excavated on-site clay or clay fill material 100 110 85 100 Select fill or on-site soils meeting material specifications 65 90 50 85 Free draining granular backfill material 50 90 35 80 9.2.3 Additional Lateral Pressures The location and magnitude of permanent surcharge loads (if present) should be determined, and the additional pressure generated by these loads such as the weight of construction equipment and vehicular loads that are used at the time the structures are being built must also be considered in the design. The effect of this or any other surcharge loading may be accounted for by adding an additional uniform load to the full depth of the side walls equivalent to one-half of the expected vertical surcharge intensity for select backfill materials, or equal to the full vertical surcharge intensity for clay backfill. The equivalent fluid pressures, given here, do not include a safety factor. Analysis of surcharge loads (if any) should be performed on a case-by-case basis. This is not included in the scope of this study. These services can be provided as additional services upon request. 9.3 Wall Backfill Material Requirements Granular Wall Backfill: All free draining granular wall backfill material should be a crushed stone, sand/gravel mixture, or sand/crushed stone mixture. The material should have less than 3 percent passing the No. 200 sieve and less than 30 percent passing the No. 40 sieve. The minus No. 40 sieve material should be non-plastic. Granular wall backfill should not be water jetted during installation. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 22 Select Fill Behind Walls: All wall select backfill should consist of clayey sand and/or sandy clay material with a plasticity index of 16 or less, with a liquid limit not exceeding 35 percent. The select fill should be placed in maximum 8-inch lifts and compacted to between 95 and 100 percent of Standard Proctor density (ASTM D 698) within a moisture range of plus to minus 3 percentage points of the optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment and should be compacted between 90 and 95 percent of the Standard Proctor density. On-Site Soil Backfill: For wall backfill areas with site-excavated materials or similar imported materials, all oversized fragments larger than four inches in maximum dimension should be removed from the backfill materials prior to placement. The backfill should be free of all organic and deleterious materials, and should be placed in maximum 8-inch compacted lifts at a minimum of 95 percent of Standard Proctor density (ASTM D698) within a moisture range of plus to minus 3 percentage points of optimum moisture. Compaction within five feet of the walls should be accomplished using hand compaction equipment, and should be between 90 and 95 percent of the Standard Proctor Density. 9.4 Wall Backfill Settlement Settlement of the wall backfill should be anticipated. Piping and conduits through the fill should be designed for potential soil loading due to fill settlement. Floor slabs, sidewalls, and pavements over fills may also settle. Backfill compacted to the density recommended above is anticipated to settle on the order of 0.2 to 0.5 percent of the fill thickness. 9.5 Wall Drainage The equivalent fluid pressures for a single formed wall assume a drained condition. Equivalent fluid pressures for a drained condition were also provided for a double formed wall. Drained conditions must incorporate drainage behind the below grade wall to prevent the development of hydrostatic pressures. A vertical drain is necessary for single-formed walls. This drain may consist of manufactured products such as “Enka-Drain”, “Miradrain”, or other similar systems. The vertical drain should be connected to a permanent perimeter drainage system that is located 12 or more inches lower than the adjacent below grade slab. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 23 For double-formed walls, a perimeter drain should be provided. The bottom of the drain should be situated a minimum of 12 inches lower than the adjacent below grade floor slab. The perimeter drain should be a perforated or slotted drain with a minimum pipe diameter of 4 inches and be wrapped in filter fabric for protection against infiltration. Accessible clean-outs should be provided. For retaining walls drainage could be provided using a collector pipe or weep holes near the base of the retaining wall. Drains should be properly filtered to minimize the potential for erosion through these drains, and /or the plugging of drain lines. 10.0 SEISMIC CONSIDERATIONS CMJ reviewed the document Geologic Atlas of Texas, Dallas Sheet (Revised 1987) for known faults. No faults are indicated to be present at the site. Based on the conditions encountered in the borings for the above referenced project the IBC-2015 site classification is TYPE B for seismic evaluation. 11.0 EARTHWORK 11.1 Site Preparation & Material Requirements The subgrade should be firm and able to support the construction equipment without displacement. Soft or yielding subgrade should be corrected and made stable before construction proceeds. The subgrade should be proof rolled to detect soft spots, which if exist, should be excavated to provide a firm and otherwise suitable subgrade. Proof rolling should be performed using a heavy pneumatic tired roller, loaded dump truck, or similar piece of equipment weighing a minimum 25 tons. The proof rolling operations should be observed by the project geotechnical engineer or his/her representative. The on-site soils are suitable for use in site grading. Imported fill material should be clean soil with a Liquid Limit less than 50 and no rock greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. Excavated limestone and spoils from excavations may be used for site grading and general fill, provided 50 percent of the crushed material passes the No. 4 sieve and no particles are greater than 4 inches in maximum dimension. The fill materials should be free of vegetation and debris. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 24 11.2 Placement and Compaction Fill material should be placed in loose lifts not exceeding 8 inches in uncompacted thickness. The uncompacted lift thickness should be reduced to 4 inches for structure backfill zones requiring hand-operated power compactors or small self-propelled compactors. The fill material should be uniform with respect to material type and moisture content. Clods and chunks of material should be broken down and the fill material mixed by disking, blading, or plowing, as necessary, so that a material of uniform moisture and density is obtained for each lift. Water required for sprinkling to bring the fill material to the proper moisture content should be applied evenly through each layer. The fill material should be compacted to a density ranging from 95 to 100 percent of maximum dry density as determined by ASTM D 698, Standard Proctor. For fill depths in excess of 10 feet, the fill material should be compacted to a minimum of 100 percent of maximum dry density as determined by ASTM D 698, Standard Proctor. In conjunction with the compacting operation, the fill material should be brought to the proper moisture content. The moisture content for general earth fill should range from 2 percentage points below optimum to 5 percentage points above optimum (-2 to +5). These ranges of moisture contents are given as maximum recommended ranges. For some soils and under some conditions, the contractor may have to maintain a more narrow range of moisture content (within the recommended range) in order to consistently achieve the recommended density. Field density tests should be taken as each lift of fill material is placed. As a guide, one field density test per lift for each 5,000 square feet of compacted area is recommended. For small areas or critical areas the frequency of testing may need to be increased to one test per 2,500 square feet. A minimum of 2 tests per lift should be required. The earthwork operations should be observed and tested on a continuing basis by an experienced geotechnician working in conjunction with the project geotechnical engineer. Each lift should be compacted, tested, and approved before another lift is added. The purpose of the field density tests is to provide some indication that uniform and adequate compaction is being obtained. The actual quality of the fill, as compacted, should be the responsibility of the contractor and satisfactory results from the tests should not be considered as a guarantee of the quality of the contractor's filling operations. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 25 If fill is to be placed on existing slopes that are steeper than five horizontal to one vertical, then the fill materials should be benched into the existing slopes in such a manner as to provide a good contact between the two materials and allow relatively horizontal lift placement. Permanent slopes at the site should be as flat as practical to reduce creep and occurrence of shallow slides. The following slope angles are recommended as maximums. TABLE 11.2-1 Maximum Slope Angles Height (ft.) Horizontal to Vertical 0 – 3 1:1 3 – 6 2:1 6 – 9 3:1 > 9 4:1 The above angles refer to the total height of a slope. Site improvement should be maintained away from the top of the slope to reduce the possibility of damage due to creep or shallow slides. 11.3 Trench Backfill Trench backfill for pipelines or other utilities should be properly placed and compacted. Overly dense or dry backfill can swell and create a mound along the completed trench line. Loose or wet backfill can settle and form a depression along the completed trench line. Distress to overlying structures, pavements, etc. is likely if heaving or settlement occurs. On-site soil fill material is recommended for trench backfill. Care should be taken not to use free draining granular material, to prevent the backfilled trench from becoming a french drain and piping surface or subsurface water beneath structures, pipelines, or pavements. If a higher class bedding material is required for the pipelines, a lean concrete bedding will limit water intrusion into the trench and will not require compaction after placement. The soil backfill should be placed in approximately 4- to 6- inch loose lifts. The density and moisture content should be as recommended for fill in Section 11.2, Placement and Compaction, of this report. A minimum of one field density test should be taken per lift for each 150 linear feet of trench, with a minimum of 2 tests per lift. 11.4 Excavation/Fills Based on the exploration borings, major excavations will encounter limestone in major intact units. This limestone is generally hard to very hard and will require heavy duty specialized equipment for Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 26 excavation. In addition, overexcavation should be anticipated within the limestones. Overexcavation may result from large blocks or chunks breaking along either weathered or clay seams beyond the planned excavation. The side slopes of excavations through the overburden soils should be made in such a manner to provide for their stability during construction. Existing structures, pipelines or other facilities, which are constructed prior to or during the currently proposed construction and which require excavation, should be protected from loss of end bearing or lateral support. Seasonal water seeps can occur where the tan limestones are approached or exposed by cuts. Subsoil drains may be required in some areas to intercept this seepage. This can be evaluated after grading has been performed. Temporary construction slopes and/or permanent embankment slopes should be protected from surface runoff water. Site grading should be designed to allow drainage at planned areas where erosion protection is provided, instead of allowing surface water to flow down unprotected slopes. Trench safety recommendations are beyond the scope of this report. The contractor must comply with all applicable safety regulations concerning trench safety and excavations including, but not limited to, OSHA regulations. 11.5 Acceptance of Imported Fill Any soil imported from off-site sources should be tested for compliance with the recommendations for the particular application and approved by the project geotechnical engineer prior to the materials being used. The owner should also require the contractor to obtain a written, notarized certification from the landowner of each proposed off-site soil borrow source stating that to the best of the landowner's knowledge and belief there has never been contamination of the borrow source site with hazardous or toxic materials. The certification should be furnished to the owner prior to proceeding to furnish soils to the site. Soil materials derived from the excavation of underground petroleum storage tanks should not be used as fill on this project. 11.6 Soil Corrosion Potential Specific testing for soil corrosion potential was not included in the scope of this study. However, based upon past experience on other projects in the vicinity, the soils at this site may be corrosive. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 27 Standard construction practices for protecting metal pipe and similar facilities in contact with these soils should be used. 11.7 Erosion and Sediment Control All disturbed areas should be protected from erosion and sedimentation during construction, and all permanent slopes and other areas subject to erosion or sedimentation should be provided with permanent erosion and sediment control facilities. All applicable ordinances and codes regarding erosion and sediment control should be followed. 12.0 PAVEMENTS 12.1 Pavement Subgrade Preparation 12.1.1 General The performance of the pavement for this project depends upon several factors including: the characteristics of the supporting soil; the magnitude and frequency of wheel load applications; the quality of construction materials; the contractor's placement and workmanship abilities; and the desired period of design life. The success of the pavement subgrade is subgrade soil strength and control of water. Adequate subgrade performance can be achieved by modifying or stabilizing the existing soils used to construct the pavement subgrade. Pavement sections are susceptible to edge distress as edge support deteriorates over time. Therefore, care must be taken to provide and maintain proper edge support. In conjunction with a stabilized subgrade underlying the pavement, it is recommended that the stabilized subgrade extend a minimum of 12 inches beyond each side of the proposed pavement. Maintenance should be provided when edge support deteriorates. 12.1.2 Sulfate-Induced Heaving Soluble sulfate testing was conducted to check for sulfate-induced heaving potential. Sulfate- induced heaving is caused when hydrated lime is added to a soil with high sulfate concentration. The lime reacts with the sulfates to cause potentially large volumetric changes in the soil. Soluble sulfate levels in soils on the order of 1,000 parts-per-million (ppm) or less are usually of low concern and warrant only observation of the subgrade during the stabilization process. The Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 28 soluble sulfate levels of the tested samples were less than 100 to 460 ppm. Since the samples tested were below 1,000 ppm, a single treatment process is recommended at this time. Once rough grading for the pavement subgrade has been performed, additional sulfate testing of the exposed subgrade soils is recommended to verify relatively low sulfate levels. In addition, it is recommended that during the curing period of the lime treatment, the subgrade be supplied with ample moisture to allow proper hydration, and it should be checked for any volumetric changes that may indicate a sulfate-induced heaving condition. 12.1.3 Pavement Subgrade Treatment Finished grades near present existing grades will consist of moderately to highly active clays. In addition where cuts are planned, limestone could be exposed in select areas. Stabilization of limestone is not necessary. Once final grades have been established, observations by qualified geotechnical personnel may be required to determine pavement subgrade areas containing sufficient quantities of clay to warrant lime stabilization. The clay soils are subject to loss in support value with the moisture increases which occur beneath pavement sections. They react with hydrated lime, which serves to improve and maintain their support value. Treatment of these soils with hydrated lime will improve their subgrade characteristics to support area paving. In lieu of a lime stabilized subgrade for pavement consisting of Portland cement concrete, the recommended PCC pavement thicknesses presented in Section 12.2 may be increased by 2 inches, and placed atop a properly compacted subgrade. Alternatively, in lieu of a lime stabilized subgrade, a flexible base meeting TxDOT Item 247, Type A, Grades 1 or 2 may be utilized on an equal basis. The option of using a flexible base in lieu of lime stabilizing the subgrade presents a relatively quick, straight forward solution to preparing the subgrade prior to pavement placement. Prior to lime stabilization or compaction, the subgrade should be proofrolled with heavy pneumatic equipment weighing a minimum 25 tons, with particular attention given to areas of existing fill. Any soft or pumping areas should be undercut to a firm subgrade and properly backfilled as described in the Section 11, Earthwork. The subgrade, stabilized or unstabilized, should be scarified to a minimum depth of 6 inches and uniformly compacted to a minimum of 95 percent of Standard Proctor density (ASTM D 698), to minus 2 to plus 4 percentage points of the optimum moisture content determined by that test. It should then be protected and maintained in a moist condition until the pavement is placed. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 29 We recommend a minimum of 8 percent hydrated lime be used to modify the clay subgrade soils. The estimated amount of hydrated lime required to stabilize the subgrade should be on the order of 36 pounds per square yard for a 6-inch depth, based on a soil dry unit weight of 100 pcf. The hydrated lime should be thoroughly mixed and blended with the upper 6 inches of the clay subgrade (TxDOT Item 260). The hydrated lime should meet the requirements of Item 260 in the Texas Department of Transportation (TxDOT) Standard Specifications for Construction of Highways, Streets and Bridges, 2014 Edition. Lime treatment should extend beyond exposed pavement edges to reduce the effects of shrinkage and associated loss of subgrade support. The presence of limestone fragments, gravel, ironstone nodules, and calcareous deposits in the surficial soils can complicate mixing of the soil and lime. We recommend that subgrade stabilization extend to at least one foot beyond pavement edges to aid in reducing pavement movements and cracking along the curb line due to seasonal moisture variations after construction. Each construction area should be shaped to allow drainage of surface water during earthwork operations, and surface water should be pumped immediately from each construction area after each rain and a firm subgrade condition maintained. Water should not be allowed to pond in order to prevent percolation and subgrade softening, and lime should be added to the subgrade after removal of all surface vegetation and debris. Sand should be specifically prohibited beneath pavement areas, since these more porous soils can allow water inflow, resulting in heave and strength loss of subgrade soils (lime stabilized soil will be allowed for fine grading). After fine grading each area in preparation for paving, the subgrade surface should be lightly moistened, as needed, and recompacted to obtain a tight non-yielding subgrade. As previously discussed, cuts may expose limestone. These limestones provide excellent support in an undisturbed condition; however, they are difficult to cut to finished grade and some fill is required. Pulverization and compaction equipment often break down the limestone to a material that also benefits from stabilization, although large rock fragments hamper conventional mixing procedures. Depending on the required grades, it may be advisable to undercut such areas and place a material suitable for stabilization or to place a lime stabilized clay. This can best be evaluated by an on-site inspection after grading is completed. Surface drainage is critical to the performance of this pavement. Water should be allowed to exit the pavement surface quickly. All pavement construction should be performed in accordance with the following procedures. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 30 12.2 Pavement Sections The project may include the construction of parking lots and/or drives. At the time of this investigation, site paving plans or vehicle traffic studies were not available. Therefore, several rigid and flexible pavement sections are presented for a 20-year design life based on our experience with similar facilities for Light-Duty Parking Areas, Medium-Duty Parking Areas and Drives, and Medium- to Heavy-Duty Drives. In general, these areas are defined as follows: Light-Duty Parking Areas are those lots and drives subjected almost exclusively to passenger cars, with an occasional light- to medium-duty truck (2 to 3 per week) Medium-Duty Parking Areas and Drives are those lots subjected to a variety of light-duty vehicles to medium-duty vehicles and an occasional heavy-duty truck including 85 kips fire apparatus (1 to 2 per week). Medium to Heavy-Duty Drives are those drives subjected to a variety of light to heavy-duty vehicles. These pavements include areas subject to significant truck traffic or trash vehicles. We recommend that rigid pavements be utilized at this project whenever possible, since they tend to provide better long-term performance when subjected to significant slow moving and turning traffic. If asphaltic concrete pavement is used, we recommend a full depth asphaltic concrete section having a minimum total thickness of 5 inches for light-duty parking areas, 6 inches for medium-duty parking areas and drives, and 8 inches for medium- to heavy-duty drives. A minimum surface course thickness of 2 inches is recommended for asphaltic concrete pavements. If Portland cement concrete pavement is used, a minimum thickness of 5 inches of concrete is recommended for light-duty parking areas, 6 inches for medium-duty parking areas and drives, and 7 inches for medium- to heavy-duty areas. A California Bearing Ratio or other strength tests were not performed because they were not within the scope of our services on this project. A subgrade modulus of 100 psi was considered appropriate for the near-surface soils. If heavier vehicles are planned, the above cross sections can be confirmed by performing strength tests on the subgrade materials once the traffic characteristics are established. Periodic maintenance of pavement structures normally improves the durability of the overall pavement and enhances its expected life. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 31 The above sections should be considered minimum pavement thicknesses and higher traffic volumes and heavy trucks may require thicker pavement sections. Additional recommendations can be provided after traffic volumes and loads are known. Periodic maintenance should be anticipated for minimum pavement thickness. This maintenance should consist of sealing cracks and timely repair of isolated distressed areas. 12.3 Pavement Material Requirements Reinforced Portland Cement Concrete: Reinforced Portland cement concrete pavement should consist of Portland cement concrete having a 28-day compressive strength of at least 3,500 psi. The mix should be designed in accordance with the ACI Code 318 using 3 to 6 percent air entrainment. The pavement should be adequately reinforced with temperature steel and all construction joints or expansion/contraction joints should be provided with load transfer dowels. The spacing of the joints will depend primarily on the type of steel used in the pavement. We recommend using No. 3 steel rebar spaced at 18 inches on center in both the longitudinal and transverse direction. Control joints formed by sawing are recommended every 12 to 15 feet in both the longitudinal and transverse direction. The cutting of the joints should be performed as soon as the concrete has “set-up” enough to allow for sawing operations. Hot Mix Asphaltic Concrete Surface Course: Item 340, Type D, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Hot Mix Asphaltic Concrete Base Course: Item 340, Type A or B, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Lime Stabilized Subgrade: Lime treatment for base course (road mix) - Item 260, Texas Department of Transportation Standard Specifications for Construction and Maintenance of Highways, Streets, and Bridges, 2014 Edition. Flexible Base: Crushed Stone Flexible Base – Item 247, Type A, Grades 1 or 2, Texas Department of Transportation Standard Specifications for Construction of Maintenance of Highways, Streets, and Bridges, 2014 Edition. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 32 12.4 General Pavement Considerations The design of the pavement drainage and grading should consider the potential for differential ground movement due to future soil swelling on the order of 3½ inches. In order to minimize rainwater infiltration through the pavement surface, and thereby minimizing future upward movement of the pavement slabs, all cracks and joints in the pavement should be sealed on a routine basis after construction. Reduction in potential differential ground movement can be achieved in similar fashion as discussed in Section 6.3. Should the movement reduction level discussed in Section 6.3 or an intermediate level of movement reduction be desired, contact this office for additional recommendations. 13.0 CONSTRUCTION OBSERVATIONS In any geotechnical investigation, the design recommendations are based on a limited amount of information about the subsurface conditions. In the analysis, the geotechnical engineer must assume the subsurface conditions are similar to the conditions encountered in the borings. However, quite often during construction anomalies in the subsurface conditions are revealed. Therefore, it is recommended that CMJ Engineering, Inc. be retained to observe earthwork and foundation installation and perform materials evaluation during the construction phase of the project. This enables the geotechnical engineer to stay abreast of the project and to be readily available to evaluate unanticipated conditions, to conduct additional tests if required and, when necessary, to recommend alternative solutions to unanticipated conditions. Until these construction phase services are performed by the project geotechnical engineer the owners designated SITA, the recommendations contained in this report on such items as final foundation bearing elevations, proper soil moisture condition, and other such subsurface related recommendations should be considered as preliminary. It is proposed that construction phase observation and materials testing commence by the project geotechnical engineer at the outset of the project. Experience has shown that the most suitable method for procuring these services is for the owner or the owner's design engineers to contract directly with the project geotechnical engineer. This results in a clear, direct line of communication between the owner and the owner's design engineers and the geotechnical engineer. Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 33 14.0 REPORT CLOSURE The boring logs shown in this report contain information related to the types of soil encountered at specific locations and times and show lines delineating the interface between these materials. The logs also contain our field representative's interpretation of conditions that are believed to exist in those depth intervals between the actual samples taken. Therefore, these boring logs contain both factual and interpretive information. Laboratory soil classification tests were also performed on samples from selected depths in the borings. The results of these tests, along with visual-manual procedures were used to generally classify each stratum. Therefore, it should be understood that the classification data on the logs of borings represent visual estimates of classifications for those portions of each stratum on which the full range of laboratory soil classification tests were not performed. It is not implied that these logs are representative of subsurface conditions at other locations and times. With regard to ground-water conditions, this report presents data on ground-water levels as they were observed during the course of the field work. In particular, water level readings have been made in the borings at the times and under conditions stated in the text of the report and on the boring logs. It should be noted that fluctuations in the level of the ground-water table can occur with passage of time due to variations in rainfall, temperature and other factors. Also, this report does not include quantitative information on rates of flow of ground water into excavations, on pumping capacities necessary to dewater the excavations, or on methods of dewatering excavations. Unanticipated soil conditions at a construction site are commonly encountered and cannot be fully predicted by mere soil samples, test borings or test pits. Such unexpected conditions frequently require that additional expenditures be made by the owner to attain a properly designed and constructed project. Therefore, provision for some contingency fund is recommended to accommodate such potential extra cost. The analyses, conclusions and recommendations contained in this report are based on site conditions as they existed at the time of our field investigation and further on the assumption that the exploratory borings are representative of the subsurface conditions throughout the site; that is, the subsurface conditions everywhere are not significantly different from those disclosed by the borings at the time they were completed. If, during construction, different subsurface conditions from those encountered in our borings are observed, or appear to be present in excavations, we must be advised promptly so that we can review these conditions and reconsider our recommendations where necessary. If there is a substantial lapse of time between submission of Report No. 316-20-24 (Revision 2) CMJ ENGINEERING, INC. 34 this report and the start of the work at the site, if conditions have changed due either to natural causes or to construction operations at or adjacent to the site, or if structure locations, structural loads or finish grades are changed, we urge that we be promptly informed and retained to review our report to determine the applicability of the conclusions and recommendations, considering the changed conditions and/or time lapse. Further, it is urged that CMJ Engineering, Inc. be retained to review those portions of the plans and specifications for this particular project that pertain to earthwork and foundations as a means to determine whether the plans and specifications are consistent with the recommendations contained in this report. In addition, we are available to observe construction, particularly the compaction of structural fill, or backfill and the construction of foundations as recommended in the report, and such other field observations as might be necessary. The scope of our services did not include any environmental assessment or investigation for the presence or absence of wetlands or hazardous or toxic materials in the soil, surface water, ground water or air, on or below or around the site. This report has been prepared for use in developing an overall design concept. Paragraphs, statements, test results, boring logs, diagrams, etc. should not be taken out of context, nor utilized without a knowledge and awareness of their intent within the overall concept of this report. The reproduction of this report, or any part thereof, supplied to persons other than the owner, should indicate that this study was made for design purposes only and that verification of the subsurface conditions for purposes of determining difficulty of excavation, trafficability, etc. are responsibilities of the contractor. This report has been prepared for the exclusive use of Northwest Independent School District and their consultants for specific application to design of this project. The only warranty made by us in connection with the services provided is that we have used that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended. These recommendations should be reviewed once a grading plan is finalized. * * * * 0 75 150 FEET APPROXIMATE SCALE PLAN OF BORINGS Replacement Campus - Chaplin Drive Fort Worth, Texas A.1 Plate CMJ Project No. 316-20-24 (Revision 2) Hatfield Elementary School LEGEND: Boring Location B-13 B-12 B-4 B-5 B-3B-2 B-1 B-11 B-6 B-7 B-14 B-8 B-9 B-10 B-15 PROPOSED HATFIELD ELEMENTARY CHAPLIN ROAD(UNDER CONS T R U C T I O N )BLACKHORSE TRAIL Fine-grained soils (More than half of material is smaller than No. 200 sieve)Sands (More than half of coarse fraction is smaller than No. 4 sieve size)Gravels (More than half of coarse fraction is larger than No. 4 sieve size)Sands with fines (Appreciable amount of fines)Clean sands (Little or no fines)Gravels with fines (Appreciable amount of fines)Clean gravels (Little or no fines)Pt OH CH MH OL CL ML SC SM SP SW GC GM GP GW Grp. Sym. Peat and other highly organic soils Organic clays of medium to high plasticity, organic silts Inorganic clays of high plasticity, fat clays Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts Organic silts and organic silty clays of low plasticity Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, and lean clays Inorganic silts and very fine sands, rock flour, silty or clayey fine sands, or clayey silts with slight plasticity Clayey sands, sand-clay mixtures Silty sands, sand-silt mixtures Poorly graded sands; gravelly sands, little or no fines Well-graded sands, gravelly sands, little or no fines Clayey gravels, gravel-sand- clay mixtures Silty gravels, gravel-sand-silt mixtures Poorly graded gravels, gravel- sand mixtures, little or no fines Well-graded gravels, gravel- sand mixtures, little or no fines Typical Names Determine percentages of sand and gravel from grain size curve. Less than 5 percent.....................................................GW, GP, SW, SP More than 12 percent....................................................GM, GC, SM, SC 5 to 12 percent...........................Borderline cases requiring dual symbolsLiquid and Plastic limits above "A" line with P.I. greater than 7 Liquid and Plastic limits below "A" line or P.I. less than 4 Not meeting all gradation Liquid and Plastic limits above "A" line with P.I. greater than 7 Liquid and Plastic limits below "A" line or P.I. greater than 4 Not meeting all gradation PLATE A.2 requirements for SW requirements for GW UNIFIED SOIL CLASSIFICATION SYSTEMCoarse-grained soils (more than half of the material is larger than No. 200 sieve size)Depending on percentage of fines (fraction smaller than No. 200 sieve size), coarse-grained soils are classified as follows:Laboratory Classification Criteria Highly Organic soilsSilts and clays (Liquid limit greater than 50)Silts and clays (Liquid limit less than 50)Liquid and plastic limits plotting between 4 and 7 are borderline cases requiring use of dual symbols Liquid and plastic limits plotting in hatched zone between 4 and 7 are borderline cases requiring use of dual symbols Major Divisions 0 10 20 30 40 50 60 70 80 90 1000 10 20 30 40 50 60 CL-ML4 7 CL CH OH and MH ML and OL Liquid Limit Plasticity ChartPlasticity IndexCu= ----- D60 D10 greater than 6:CC= -------------- (D30)2 D10 x D60 between 1 and 3 Cu= ----- D60 D10 greater than 4:CC= -------------- (D30)2 D10 x D60 between 1 and 3 SOIL OR ROCK TYPES GRAVEL LEAN CLAY LIMESTONE SAND SANDY SHALE SILT SILTY SANDSTONE CLAYEY HIGHLY PLASTIC CLAY CONGLOMERATE Shelby Tube Auger Split Spoon Rock Core Cone Pen No Recovery TERMS DESCRIBING CONSISTENCY, CONDITION, AND STRUCTURE OF SOIL Fine Grained Soils (More than 50% Passing No. 200 Sieve) Descriptive Item Penetrometer Reading, (tsf) Soft 0.0 to 1.0 Firm 1.0 to 1.5 Stiff 1.5 to 3.0 Very Stiff 3.0 to 4.5 Hard 4.5+ Coarse Grained Soils (More than 50% Retained on No. 200 Sieve) Penetration Resistance Descriptive Item Relative Density (blows/foot) 0 to 4 Very Loose 0 to 20% 4 to 10 Loose 20 to 40% 10 to 30 Medium Dense 40 to 70% 30 to 50 Dense 70 to 90% Over 50 Very Dense 90 to 100% Soil Structure Calcareous Contains appreciable deposits of calcium carbonate; generally nodular Slickensided Having inclined planes of weakness that are slick and glossy in appearance Laminated Composed of thin layers of varying color or texture Fissured Containing cracks, sometimes filled with fine sand or silt Interbedded Composed of alternate layers of different soil types, usually in approximately equal proportions TERMS DESCRIBING PHYSICAL PROPERTIES OF ROCK Hardness and Degree of Cementation Very Soft or Plastic Can be remolded in hand; corresponds in consistency up to very stiff in soils Soft Can be scratched with fingernail Moderately Hard Can be scratched easily with knife; cannot be scratched with fingernail Hard Difficult to scratch with knife Very Hard Cannot be scratched with knife Poorly Cemented or Friable Easily crumbled Cemented Degree of Weathering Unweathered Rock in its natural state before being exposed to atmospheric agents Slightly Weathered Noted predominantly by color change with no disintegrated zones Weathered Complete color change with zones of slightly decomposed rock Extremely Weathered Complete color change with consistency, texture, and general appearance approaching soil KEY TO CLASSIFICATION AND SYMBOLS PLATE A.3 Bound together by chemically precipitated material; Quartz, calcite, dolomite, siderite, and iron oxide are common cementing materials. 69 48 11 14 26 17 11 97 116 7570 4.5+ 4.5+ 2.5 4.5+ 4.5+ 100/2.5" 100/2.25" 100/1.25" 100/0.875" 100/1.325" 100/1.325" 21 CLAY, light brown, w/ fractured limestone seams, limestone fragments, calcareous deposits, and calcareous nodules, hard -w/ iron seams and iron stains, 2' to 4' -stiff, 2' to 3' -w/ olive brown below 3' LIMESTONE, tan, w/ clay seams, moderately hard LIMESTONE, gray, moderately hard -w/ shale seams and layers above 15' -w/ shaly limestone seams, hard to very hard below 15'REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-1 CME-55, w/ CFA 10-15-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.4 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 35.0' B-1 5 10 15 20 25 30 35 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 32 18 13 12 10 21 17 9 117 128 117 14810 9150 4.5+ 4.5+ 4.5+ 3.75 4.5+ 100/1.25" 100/1.75" 100/1.5" 100/0.875" 100/1.125" 14 SILTY CLAY, light brown, tan, and olive brown, w/ limestone fragments and boulders, calcareous nodules, and calcareous deposits, hard CLAY, light brown, w/ fractured limestone seams and layers, limestone boulders, calcareous deposits, and iron stains, very stiff to hard -4-inch thick gray limestone seam at 9' LIMESTONE, gray, hard to very hard -w/ shale seams above 16' -w/ shaly limestone seams below 16'REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-2 CME-55, w/ CFA 10-15-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.5 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 30.0' B-2 5 10 15 20 25 30 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 30 53 16 34 11 14 11 19 122 123 4030 4.5+ 2.25 4.5+ 100/3.25" 100/2.75" 100/2" 100/1.375" 100/1.125" 100/1.375" 14 19 SILTY CLAY, light brown, w/ fractured limestone seams, limestone fragments, ironstone nodules, calcareous nodules, and iron stains, hard -stiff, 1' to 2' LIMESTONE, tan, fractured, w/ clay seams and layers, moderately hard CLAY, light brown, w/ fractured limestone seams, limestone boulders, ironstone nodules, and iron stains LIMESTONE, gray, moderately hard to hard -w/ shale seams above 13' -w/ shaly limestone seams below 13'REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-3 CME-55, w/ CFA 10-15-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.6 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 30.0' B-3 5 10 15 20 25 30 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 53 36 212.5 100/1.5" 100/2" 100/1.75" 100/1.25" 100/0.875" 100/1.125" 17CLAY, dark brown, w/ limestone fragments, calcareous deposits, and calcareous nodules, stiff LIMESTONE, tan, w/ clay seams and layers, hard LIMESTONE, gray, moderately hard to hard -w/ shale seams above 15' -w/ shaly limestone seams, hard to very hard below 16'REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-4 CME-55, w/ CFA 10-15-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.7 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 30.0' B-4 5 10 15 20 25 30 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 42 27 134.5+ 100/3.5" 100/3" 100/1.75" 100/1" 100/1.75" 100/1.125" 15SILTY CLAY, light brown, w/ limestone fragments, calcareous deposits, and calcareous nodules, hard LIMESTONE, tan, fractured, w/ clay seams and layers, moderately hard -10-inch thick clay layer at 5' LIMESTONE, gray, w/ shaly limestone seams, moderately hard to hard -hard to very hard below 19'REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-5 CME-55, w/ CFA 10-16-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.8 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 30.0' B-5 5 10 15 20 25 30 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 44 45 28 28 14 12 12 21 15 111 110 99 6020 1090 7 4.5+ 15 4.0 4.5+ 50/1" 100/7" 100/1.5" 100/0.5" 100/0.5" 100/0.5" 100/0.5" 16 17 SILTY CLAY AND CLAY, light brown, w/ limestone fragments, calcareous nodules, ironstone nodules, and iron stains, stiff to hard (FILL) -w/ dark brown and abundant limestone fragments, 3' to 5' -w/ abundant limestone fragments below 7' LIMESTONE, tan, weathered, w/ clay seams, moderately hard LIMESTONE, gray, hard to very hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-6 CME-75, w/ CFA 12-7-21 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.9 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 35.0' B-6 5 10 15 20 25 30 35 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 41 25 16 21 23 17 111 105 4110 3360 3.0 4.5 3.25 41 100/0.5" 100/0.75" 100/0.5" 100/0.5" 100/0.5" 16 SILTY CLAY, light reddish brown, w/ limestone fragments, calcareous nodules, ironstone nodules, and iron stains, very stiff to hard (FILL) -w/ dark brown above 3' -light brown below 4' LIMESTONE, tan, weathered LIMESTONE, gray, very hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-7 CME-75, w/ CFA 12-7-21 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.10 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 30.0' B-7 5 10 15 20 25 30 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 34 20 20 19 3 16 13 18 114 113 5540 3.0 2.0 16 4.5+ 76 33 100/0.5" 100/1" 100/0.5" 100/0.5" 100/0.5" 14 SILTY CLAY, dark brown, w/ limestone fragments, ironstone nodules, and iron stains, stiff to very stiff (FILL) -w/ abundant gray limestone fragments, 3' to 5' -light reddish brown, w/ calcareous nodules, hard below 5' LIMESTONE, gray, hard to very hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-8 CME-75, w/ CFA 12-7-21 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.11 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 34.0' B-8 5 10 15 20 25 30 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 63 45 45 29 18 12 12 12 4.5+ 4.5+ 100/7.5" 100/3.375" 100/2.75" 100/2" 100/1.375" 100/1.125" 100/0.875" 18 16 CLAY, brown and light brown, w/ fractured limestone seams, limestone fragments, calcareous deposits, and calcareous nodules, hard SILTY CLAY, light reddish brown and tan, w/ ironstone nodules, iron stains, limestone fragments, and abundant fractured limestone seams and layers, hard LIMESTONE, tan, w/ clay seams and layers, moderately hard LIMESTONE, gray, w/ shaly limestone layers, moderately hard to hard -hard to very hard below 24'REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-9 CME-55, w/ CFA 10-16-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.12 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 35.0' B-9 5 10 15 20 25 30 35 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 62 32 42 17 25 23 10 14 20 93 85 1030 4.25 2.5 1.5 3.0 100/2.75" 100/2.75" 100/1.125" 100/0.5" 100/0.625" 100/0.875" 20 15 CLAY, dark brown, w/ ironstone nodules and limestone fragments, stiff to very stiff -w/ fractured limestone seams, calcareous deposits, and calcareous nodules below 2' LIMESTONE BOULDER, tan, 12 inches thick SILTY CLAY, light reddish brown, w/ limestone fragments, calcareous deposits, and calcareous nodules, stiff to very stiff LIMESTONE, tan, w/ clay seams SILTY CLAY, light reddish brown and tan, w/ ironstone nodules, iron stains, limestone fragments, and abundant fractured limestone seams and layers, hard LIMESTONE, gray, moderately hard to hard -w/ shale seams above 20' -w/ shaly limestone seams, very hard below 20'REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-10 CME-55, w/ CFA 10-16-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.13 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 35.0' B-10 5 10 15 20 25 30 35 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 52 67 34 47 16 20 23 24 20 101 103 102 104 5680 3220 4.5+ 4.5+ 2.75 2.25 2.0 4.5+ 100/3.625" 100/2" 100/1.375" 100/2" 100/1.125" 100/0.875" 18 20 CLAY, dark brown, w/ calcareous nodules and ironstone nodules, hard -stiff, 2' to 7' -w/ limestone fragments below 4' -w/ calcareous deposits below 7' LIMESTONE, tan, w/ clay seams and layers, moderately hard LIMESTONE, gray, w/ shaly limestone seams, moderately hard to hard -hard to very hard below 29'REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-11 CME-55, w/ CFA 10-16-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.14 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 35.0' B-11 5 10 15 20 25 30 35 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 52 33 15 19 17 16 20 115 109 5270 4.5+ 3.25 4.5+ 2.25 4.5+ 100/2.5" 19 CLAY / SILTY CLAY, brown and light brown, w/ limestone fragments and boulders, calcareous nodules, and ironstone nodules, stiff to hard (FILL) LIMESTONE, tan, fractured, w/ clay seams and layers, moderately hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-12 CME-55, w/ CFA 10-15-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.15 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 8.0' B-12 5 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 34 19 14 16 116 4.5+ 4.5+ 100/2.5" 100/3.875" 15 SILTY CLAY, light brown and dark brown, w/ limestone fragments and calcareous nodules, hard (FILL) LIMESTONE, tan, fractured, w/ clay seams and layers, moderately hard SILTY CLAY, tan, w/ abundant limestone seams and layers, hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-13 CME-55, w/ CFA 10-15-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.16 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 8.0' B-13 5 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 50 35 32 19 16 23 24 28 20 15 106 100 3380 4.5+ 2.0 2.0 2.0 4.5+ 4.5+ 18 16 CLAY / SILTY CLAY, dark brown, w/ ironstone nodules and calcareous nodules, stiff -hard above 1' -w/ iron stains below 2' -w/ limestone fragments below 3' SILTY CLAY, light brown, w/ fractured limestone seams, ironstone nodules, and iron stains, hard -w/ calcareous deposits below 7'REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-14 CME-55, w/ CFA 10-16-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.17 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 8.0' B-14 5 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 65 46 44 29 14 16 17 20 15 12 99 107 10250 4.5+ 4.5+ 4.5+ 4.5+ 4.5+ 4.5+ 21 17 CLAY, dark brown, w/ fractured limestone seams and limestone fragments, hard -w/ ironstone nodules and iron stains, 2' to 3' -w/ calcareous nodules below 3' SILTY CLAY, light brown, w/ fractured limestone seams, limestone fragments, calcareous deposits, and calcareous nodules, hard REC %PlasticityIndexBoring No. Location Stratum DescriptionDepth, Ft.CMJ 316-20-24 Water Observations Type SamplesLOG OF BORING NO. B-15 CME-55, w/ CFA 10-16-20 RQD %Blows/Ft. orPen Reading,T.S.F.Passing No 200Sieve, %LiquidLimit, %PlasticLimit, %MoistureContent, %Unit Dry Wt.Lbs./Cu. Ft.UnconfinedCompressionPounds/Sq. Ft.Project No. Project Completion Depth Completion Date Surface Elevation SymbolPLATE A.18 Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Dry during drilling; dry at completionSee Plate A.1 8.0' B-15 5 ENGINEERING INC.LOG OF BORING 316-20-24.GPJ CMJ.GDT 2/7/22 CMJ ENGINEERING, INC. PLATE A.19 FREE SWELL TEST RESULTS Project: Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Project No.: 316-20-24 (Revision 2) Boring No. Depth Interval (ft.) Sample Description Liquid Limit Plastic Limit Plasticity Index Moisture Content % Percent Swell (%) LL PL PI Initial Final B-1 2 – 3 Clay 69 21 48 26.2 34.1 4.5 B-2 1 – 2 Silty Clay 32 14 18 11.5 18.5 4.3 B-3 2 – 3 Silty Clay 30 14 16 10.9 17.4 2.3 B-6 2 – 3 Silty Clay 44 16 28 11.9 21.2 4.7 B-8 5 – 6 Silty Clay 34 14 20 15.8 16.5 0.7 B-10 1 – 2 Clay 62 20 42 23.1 40.5 1.7 B-11 1 – 2 Clay 52 18 34 16.2 25.0 4.2 B-11 7 – 8 Clay 67 20 47 19.6 25.1 0.3 B-15 1 – 2 Clay 65 21 44 16.4 25.9 5.0 Free swell tests performed at approximate overburden pressure SOLUBLE SULFATE TEST RESULTS Project: Hatfield Elementary School - Replacement Campus Chaplin Drive - Fort Worth, Texas Project No.: 316-20-24 (Revision 2) Boring No. Depth (ft.) Material Soluble Sulfates (ppm) B-1 0 - 1 Clay <100 B-2 0 - 1 Silty Clay <100 B-4 0 - 1 Clay 460 B-10 0 - 1 Clay <100 B-12 0 - 1 Clay / Silty Clay <100 B-13 0 - 1 Silty Clay <100 B-14 1 - 2 Clay / Silty Clay <100 B-15 0 - 1 Clay <100 Note: Test Method TxDOT Tex 145-E. CMJ ENGINEERING, INC. PLATE A.20 Approval Spec No. Classsification Manufacturer Model No. National Spec Size Water & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16) 07/23/97 33 05 13 Urethane Hydrophilic Waterstop Asahi Kogyo K.K. Adeka Ultra-Seal P-201 ASTM D2240/D412/D792 04/26/00 33 05 13 Offset Joint for 4' Diam. MH Hanson Concrete Products Drawing No. 35-0048-001 04/26/00 33 05 13 Profile Gasket for 4' Diam. MH. Press-Seal Gasket Corp. 250-4G Gasket ASTM C-443/C-361 SS MH 1/26/99 33 05 13 HDPE Manhole Adjustment Rings Ladtech, Inc HDPE Adjustment Ring Traffic and Non-traffic area 5/13/05 33 05 13 Manhole External Wrap Canusa - CPS WrapidSeal Manhole Encapsulation System Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13) 1/26/99 33 39 13 Fiberglass Manhole Fluid Containment, Inc. Flowtite ASTM 3753 Non-traffic area 08/30/06 33 39 13 Fiberglass Manhole L.F. Manufacturing Non-traffic area Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 1001 24"x40" WD Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Western Iron Works, Bass & Hays Foundry 30024 24" Dia. * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. A 24 AM 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry R-1272 ASTM A48 & AASHTO M306 24" Dia. 08/24/18 33 05 13 Manhole Frames and Covers Neenah Foundry 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-R8FS 30" Dia. 01/31/06 33 05 13 30" Dia. MH Ring and Cover East Jordan Iron Works V1432-2 and V1483 Designs AASHTO M306-04 30" Dia. 11/02/10 33 05 13 30" Dia. MH Ring and Cover Sigma Corporation MH1651FWN & MH16502 30" Dia 07/19/11 33 05 13 30" Dia. MH Ring and Cover Star Pipe Products MH32FTWSS-DC 30" Dia 08/10/11 33 05 13 30" Dia. MH Ring and Cover Accucast 220700 Heavy Duty with Gasket Ring 30" Dia 10/14/13 33 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) East Jordan Iron Works 30" ERGO XL Assembly with Cam Lock/MPIC/T-Gasket ASSHTO M105 & ASTM A536 30" Dia 06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CI SIP Industries 2280 (32") ASTM A 48 30" Dia. 09/16/19 33 05 13 30" Dia. MH Ring and Cover Composite Access Products, L.P. CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing 30" Dia. 10/07/21 34 05 13 30" Dia. MH Ring and Cover Trumbull Manufacturing 32"(30") Frame and Cover 30" Dia. Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16) * 33 05 13 Manhole Frames and Covers Pont-A-Mousson Pamtight 24" Dia. * 33 05 13 Manhole Frames and Covers Neenah Casting 24" Dia. * 33 05 13 Manhole Frames and Covers Western Iron Works,Bass & Hays Foundry 300-24P 24" Dia. * 33 05 13 Manhole Frames and Covers McKinley Iron Works Inc. WPA24AM 24" Dia. 03/08/00 33 05 13 Manhole Frames and Covers Accucast RC-2100 ASTM A 48 24" Dia. 04/20/01 33 05 13 Manhole Frames and Covers (SIP)Serampore Industries Private Ltd. 300-24-23.75 Ring and Cover ASTM A 48 24" Dia. Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13) * 33 39 10 Manhole, Precast Concrete Hydro Conduit Corp SPL Item #49 ASTM C 478 48" * 33 39 10 Manhole, Precast Concrete Wall Concrete Pipe Co. Inc. ASTM C-443 48" 09/23/96 33 39 10 Manhole, Precast Concrete Concrete Product Inc. 48" I.D. Manhole w/ 32" Cone ASTM C 478 48" w/32" cone 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" Ring 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" Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious * E1-14 Manhole Rehab Systems Quadex 04/23/01 E1-14 Manhole Rehab Systems Standard Cement Materials, Inc. Reliner MSP E1-14 Manhole Rehab Systems AP/M Permaform 4/20/01 E1-14 Manhole Rehab System Strong Company Strong Seal MS2A Rehab System 5/12/03 E1-14 Manhole Rehab System (Liner) Poly-triplex Technologies MH repair product to stop infiltration ASTM D5813 08/30/06 General Concrete Repair FlexKrete Technologies Vinyl Polyester Repair Product Misc. Use Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious 05/20/96 E1-14 Manhole Rehab Systems Sprayroq, Spray Wall Polyurethane Coating ASTM D639/D790 * E1-14 Manhole Rehab Systems Sun Coast 12/14/01 Coating for Corrosion protection(Exterior) ERTECH Series 20230 and 2100 (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications 08/30/06 Coatings for Corrosion Protection Citadel SLS-30 Solids Epoxy Sewer Applications 03/19/18 33 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior) Sherwin Williams RR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion) For Exterior Coating of Concrete Structures Only CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST 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. Updated: 11/08/2021 * From Original Standard Products List 1 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST 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. Updated: 11/08/2021 Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16) * 33 05 13 Manhole Insert Knutson Enterprises Made to Order - Plastic ASTM D 1248 For 24" dia. * 33 05 13 Manhole Insert South Western Packaging Made to Order - Plastic ASTM D 1248 For 24" dia. * 33 05 13 Manhole Insert Noflow-Inflow Made to Order - Plastic ASTM D 1248 For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. LifeSaver - Stainless Steel For 24" dia. 09/23/96 33 05 13 Manhole Insert Southwestern Packing & Seals, Inc. TetherLok - Stainless Steel For 24" dia Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13) 11/04/02 Steel Band Casing Spacers Advanced Products and Systems, Inc. Carbon Steel Spacers, Model SI 02/02/93 Stainless Steel Casing Spacer Advanced Products and Systems, Inc. Stainless Steel Spacer, Model SSI 04/22/87 Casing Spacers Cascade Waterworks Manufacturing Casing Spacers 09/14/10 Stainless Steel Casing Spacer Pipeline Seal and Insulator Stainless Steel Casing Spacer Up to 48" 09/14/10 Coated Steel Casin Spacers Pipeline Seal and Insulator Coated Steel Casin Spacers Up to 48" 05/10/11 Stainless Steel Casing Spacer Powerseal 4810 Powerchock Up to 48" 03/19/18 Casing Spacers BWM SS-12 Casing Spacer(Stainless Steel) 03/19/18 Casing Spacers BWM FB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13) * 33 11 10 Ductile Iron Pipe Griffin Pipe Products, Co. Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C151 3" thru 24" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Fastite Pipe (Bell Spigot) AWWA C150, C151 4" thru 30" 08/24/18 33 11 10 Ductile Iron Pipe American Ductile Iron Pipe Co. American Flex Ring (Restrained Joint) AWWA C150, C151 4" thru 30" * 33 11 10 Ductile Iron Pipe U.S. Pipe and Foundry Co. AWWA C150, C151 * 33 11 10 Ductile Iron Pipe McWane Cast Iron Pipe Co. AWWA C150, C151 Water & Sewer - Utility Line Marker (08/24/2018) Sewer - Coatings/Epoxy 33-39-60 (01/08/13) 02/25/02 Epoxy Lining System Sauereisen, Inc SewerGard 210RS LA County #210-1.33 12/14/01 Epoxy Lining System Ertech Technical Coatings Ertech 2030 and 2100 Series 04/14/05 Interior Ductile Iron Pipe Coating Induron Protecto 401 ASTM B-117 Ductile Iron Pipe Only 01/31/06 Coatings for Corrosion Protection Chesterton Arc 791, S1HB, S1, S2 Acid Resistance Test Sewer Applications 8/28/2006 Coatings for Corrosion Protection Warren Environmental S-301 and M-301 Sewer Applications Sewer - Coatings/Polyurethane Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release Valve A.R.I. USA, Inc. D025LTP02(Composite Body) 2" Sewer - Pipes/Concrete * E1-04 Conc. Pipe, Reinforced Wall Concrete Pipe Co. Inc. ASTM C 76 * E1-04 Conc. Pipe, Reinforced Hydro Conduit Corporation Class III T&G, SPL Item #77 ASTM C 76 * E1-04 Conc. Pipe, Reinforced Hanson Concrete Products SPL Item #95-Manhole, #98- Pipe ASTM C 76 * E1-04 Conc. Pipe, Reinforced Concrete Pipe & Products Co. Inc. ASTM C 76 Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13) PIM System PIM Corporation Polyethylene PIM Corp., Piscata Way, N.J. Approved Previously McConnell Systems McLat Construction Polyethylene Houston, Texas Approved Previously TRS Systems Trenchless Replacement System Polyethylene Calgary, Canada Approved Previously Sewer - Pipe/Fiberglass Reinforced Pipe 33-31-13(1/8/13) 7/21/97 33 31 13 Cent. Cast Fiberglass (FRP) Hobas Pipe USA, Inc. Hobas Pipe (Non-Pressure) ASTM D3262/D3754 03/22/10 33 31 13 Fiberglass Pipe (FRP) Ameron Bondstrand RPMP Pipe ASTM D3262/D3754 04/09/21 Glass-Fiber Reinforced Polymer Pipe (FRP) Thompson Pipe Group Thompson Pipe (Flowtite) ASTM D3262/D3754 4/14/05 Polymer Modified Concrete Pipe Amitech USA Meyer Polycrete Pipe ASTM C33, A276, F477 8" to 102", Class V 06/09/10 E1-9 Reinforced Polymer Concrete Pipe US Composite Pipe Reinforced Polymer Concrete Pipe ASTM C-76 Sewer - Pipes/HDPE 33-31-23(1/8/13) * High-density polyethylene pipe Phillips Driscopipe, Inc. Opticore Ductile Polyethylene Pipe ASTM D 1248 8" * High-density polyethylene pipe Plexco Inc. ASTM D 1248 8" * High-density polyethylene pipe Polly Pipe, Inc. ASTM D 1248 8" High-density polyethylene pipe CSR Hydro Conduit/Pipeline Systems McConnell Pipe Enlargement ASTM D 1248 Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13) 12/02/11 33-11-12 DR-14 PVC Pressure Pipe Pipelife Jetstream PVC Pressure Pipe AWWA C900 4" thru 12" 10/22/14 33-11-12 DR-14 PVC Pressure Pipe Royal Building Products Royal Seal PVC Pressure Pipe AWWA C900 4" thru 12" * From Original Standard Products List 2 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST 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. Updated: 11/08/2021 Sewer - Pipes/PVC* 33-31-20 (7/1/13) * 33-31-20 PVC Sewer Pipe J-M Manufacturing Co., Inc. (JM Eagle) SDR-26 ASTM D 3034 4" - 15" 12/23/97* 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation SDR-26 ASTM D 3034 4" thru 15" * 33-31-20 PVC Sewer Pipe Lamson Vylon Pipe ASTM F 789 4" thru 15" 01/18/18 33-31-20 PVC Sewer Pipe Vinyltech PVC Pipe Gravity Sewer ASTM D3034 4" thru 15" 11/11/98 33-31-20 PVC Sewer Pipe Diamond Plastics Corporation "S" Gravity Sewer Pipe ASTM F 679 18" to 27" * 33-31-20 PVC Sewer Pipe J-M Manufacturing Co, Inc. (JM Eagle) SDR 26/35 PS 115/46 ASTM F 679 18" - 28" 09/11/12 33-31-20 PVC Sewer Pipe Pipelife Jet Stream SDR-26 and SDR-35 ASTM F-679 18" 05/06/05 33-31-20 PVC Solid Wall Pipe Diamond Plastics Corporation SDR 26/35 PS 115/46 ASTM F-679 18" to 48" 04/27/06 33-31-20 PVC Sewer Fittings Harco SDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc 4" - 15" *33-31-20 PVC Sewer Fittings Plastic Trends, In.c Gasketed PVC Sewer Main Fittings ASTM D 3034 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 35 ASTM F679 18"- 24" 3/19/2018 33 31 20 PVC Sewer Pipe Pipelife Jet Stream SDR 26 ASTM D3034 4"- 15" 3/29/2019 33 31 20 Gasketed Fittings (PVC)GPK Products, Inc. SDR 26 ASTM D3034/F-679 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26 ASTM D3034 4" - 15" 10/22/2020 33 31 20 PVC Sewer Pipe Sanderson Pipe Corp. SDR 26 ASTM D3034 4"- 15" 10/21/2020 33 31 20 PVC Sewer Pipe NAPCO SDR 26/35 PS 115/46 ASTM F-679 18"- 36" Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13) * Cured in Place Pipe Insituform Texark, Inc ASTM F 1216 05/03/99 Cured in Place Pipe National Envirotech Group National Liner, (SPL) Item #27 ASTM F-1216/D-5813 05/29/96 Cured in Place Pipe Reynolds Inc/Inliner Technolgy (Inliner USA) Inliner Technology ASTM F 1216 Sewer - Pipes/Rehab/Fold & Form * Fold and Form Pipe Cullum Pipe Systems, Inc. 11/03/98 Fold and Form Pipe Insituform Technologies, Inc. Insituform "NuPIpe" ASTM F-1504 Fold and Form Pipe American Pipe & Plastics, Inc.Demo. Purpose Only 12/04/00 Fold and Form Pipe Ultraliner Ultraliner PVC Alloy Pipeliner ASTM F-1504, 1871, 1867 06/09/03 Fold and Form Pipe Miller Pipeline Corp. EX Method ASTM F-1504, F-1947 Up to 18" diameter Sewer - Pipes/Open 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" Water - Appurtenances 33-12-10 (07/01/13) 01/18/18 33-12-10 Double Strap Saddle Romac 202NS Nylon Coated AWWA C800 1"-2" SVC, up to 24" Pipe 08/28/02 Double Strap Saddle Smith Blair #317 Nylon Coated Double Strap Saddle 07/23/12 33-12-10 Double Strap Service Saddle Mueller Company DR2S Double (SS) Strap DI Saddle AWWA C800 1"-2" SVC, up to 24" Pipe 10/27/87 Curb Stops-Ball Meter Valves McDonald 6100M,6100MT & 610MT 3/4" and 1" 10/27/87 Curb Stops-Ball Meter Valves McDonald 4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NL AWWA C800 2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. FB600-6-NL, FB1600-6-NL, FV23-666-W- NL, L22-66NL AWWA C800 1-1/2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Ford Meter Box Co., Inc. FB600-4-NL, FB1600-4-NL, B11-444-WR- NL, B22444-WR-NL, L28-44NL AWWA C800 1" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-24277N-3, B-20200N-3, H- 15000N, , H-1552N, H142276N AWWA C800, ANSF 61, ANSI/NSF 372 2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-20200N-3, B-24277N-3,H- 15000N, H-14276N, H-15525N AWWA C800, ANSF 61, ANSI/NSF 372 1-1/2" 5/25/2018 33-12-10 Curb Stops-Ball Meter Valves Mueller Co., Ltd. B-25000N, B-20200N-3,H-15000N, H- 15530N AWWA C800, ANSF 61, ANSI/NSF 372 1" 01/26/00 Coated Tapping Saddle with Double SS Straps JCM Industries, Inc. #406 Double Band SS Saddle 1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel) JCM Industries, Inc. 412 Tapping Sleeve ESS AWWA C-223 Up to 30" w/12" Out 05/10/11 Tapping Sleeve (Stainless Steel) Powerseal 3490AS (Flange) & 3490MJ 4"-8" and 16" 02/29/12 33-12-25 Tapping Sleeve (Coated Steel) Romac FTS 420 AWWA C-223 U p to 42" w/24" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST Stainless Steel AWWA C-223 Up to 24" w/12" Out 02/29/12 33-12-25 Tapping Sleeve (Stainless Steel) Romac SST III Stainless Steel AWWA C-223 Up to 30" w/12" Out 05/10/11 Joint Repair Clamp Powerseal 3232 Bell Joint Repair Clamp 4" to 30" Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW37C-12-1EPAF FTW Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW39C-12-1EPAF FTW 08/30/06 Plastic Meter Box w/Composite Lid DFW Plastics Inc. DFW65C-14-1EPAF FTW Class "A" Concrete Meter Box Bass & Hays CMB37-B12 1118 LID-9 Concrete Meter Box Bass & Hays CMB-18-Dual 1416 LID-9 Concrete Meter Box Bass & Hays CMB65-B65 1527 LID-9 Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13) * From Original Standard Products List 3 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST 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. Updated: 11/08/2021 Water - Combination Air Release 33-31-70 (01/08/13) * E1-11 Combination Air Release Valve GA Industries, Inc. Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts 1" & 2" * E1-11 Combination Air Release Valve Multiplex Manufacturing Co. Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2" * E1-11 Combination Air Release Valve Valve and Primer Corp. APCO #143C, #145C and #147C 1", 2" & 3" Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14) 10/01/87 E-1-12 Dry Barrel Fire Hydrant American-Darling Valve Drawing Nos. 90-18608, 94-18560 AWWA C-502 03/31/88 E-1-12 Dry Barrel Fire Hydrant American Darling Valve Shop Drawing No. 94-18791 AWWA C-502 09/30/87 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Shop Drawing No. D-19895 AWWA C-502 01/12/93 E-1-12 Dry Barrel Fire Hydrant American AVK Company Model 2700 AWWA C-502 08/24/88 E-1-12 Dry Barrel Fire Hydrant Clow Corporation Drawings D20435, D20436, B20506 AWWA C-502 E-1-12 Dry Barrel Fire Hydrant ITT Kennedy Valve Shop Drawing No. D-80783FW AWWA C-502 09/24/87 E-1-12 Dry Barrel Fire Hydrant M&H Valve Company Shop Drawing No. 13476 AWWA C-502 10/14/87 E-1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawings No. 6461 A-423 Centurion AWWA C-502 01/15/88 E1-12 Dry Barrel Fire Hydrant Mueller Company Shop Drawing FH-12 A-423 Super Centurion 200 AWWA C-502 10/09/87 E-1-12 Dry Barrel Fire Hydrant U.S. Pipe & Foundry Shop Drawing No. 960250 AWWA C-502 09/16/87 E-1-12 Dry Barrel Fire Hydrant Waterous Company Shop Drawing No. SK740803 AWWA C-502 08/12/16 33-12-40 Dry Barrel Fire Hydrant EJ (East Jordan Iron Works) WaterMaster 5CD250 Water - Meters 02/05/93 E101-5 Detector Check Meter Ames Company Model 1000 Detector Check Valve AWWA C550 4" - 10" 08/05/04 Magnetic Drive Vertical Turbine Hersey Magnetic Drive Vertical AWWA C701, Class 1 3/4" - 6" Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13) 01/18/18 33-11-12 PVC Pressure Pipe Vinyltech PVC Pipe DR14 AWWA C900, AWWA C605, ASTM D1784 4"-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR14 AWWA C900 4"-12" 3/19/2018 33 11 12 PVC Pressure Pipe Pipelife Jet Stream DR18 AWWA C900 16"-24" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 14 AWWA C900 4"-12" 5/25/2018 33 11 12 PVC Pressure Pipe Diamond Plastics Corporation DR 18 AWWA C900 16"-24" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 14 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 4"-28" 12/6/2018 33 11 12 PVC Pressure Pipe J-M Manufacturing Co., Inc d/b/a JM Eagle DR 18 AWWA C900-16 UL 1285 ANSI/NSF 61 FM 1612 16"-24" 9/6/2019 33 11 12 PVC Pressure Pipe Underground Solutions Inc. DR14 Fusible PVC AWWA C900 4" - 8" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR18 AWWA C900 16" - 24" 9/6/2019 33 11 12 PVC Pressure Pipe NAPCO DR14 AWWA C900 4"- 12" 9/6/2019 33 11 12 PVC Pressure Pipe Sanderson Pipe Corp. DR14 AWWA C900 4"- 12" Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13) 07/23/92 E1-07 Ductile Iron Fittings Star Pipe Products, Inc. Mechanical Joint Fittings AWWA C153 & C110 * E1-07 Ductile Iron Fittings Griffin Pipe Products, Co. Mechanical Joint Fittings AWWA C 110 * E1-07 Ductile Iron Fittings McWane/Tyler Pipe/ Union Utilities Division Mechanical Joint Fittings, SSB Class 350 AWWA C 153, C 110, C 111 08/11/98 E1-07 Ductile Iron Fittings Sigma, Co. Mechanical Joint Fittings, SSB Class 351 AWWA C 153, C 110, C 112 02/26/14 E1-07 MJ Fittings Accucast Class 350 C-153 MJ Fittings AWWA C153 4"-12" 05/14/98 E1-07 Ductile Iron Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1400 AWWA C111/C153 4" to 36" 05/14/98 E1-24 PVC Joint Restraints Ford Meter Box Co./Uni-Flange Uni-Flange Series 1500 Circle-Lock AWWA C111/C153 4" to 24" 11/09/04 E1-07 Ductile Iron Joint Restraints One Bolt, Inc. One Bolt Restrained Joint Fitting AWWA C111/C116/C153 4" to 12" 02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C153 4" to 42" 02/29/12 33-11-11 PVC Pipe Mechanical Joint Restraint EBAA Iron, Inc. Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C153 4" to 24" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLC4 - SLC10 AWWA C111/C153 4" to 10" 03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCS4 - SLCS12 AWWA C111/C153 4" to 12" 08/05/04 E1-07 Mechanical Joint Retainer Glands(PVC) Sigma, Co. Sigma One-Lok SLCE AWWA C111/C153 12" to 24" 08/10/98 E1-07 MJ Fittings(DIP) Sigma, Co. Sigma One-Lok SLDE AWWA C153 4" - 24" 10/12/10 E1-24 Interior Restrained Joint System S & B Techncial Products Bulldog System ( Diamond Lok 21 & JM ASTM F-1624 4" to 12" 08/16/06 E1-07 Mechanical Joint Fittings SIP Industries(Serampore) Mechanical Joint Fittings AWWA C153 4" to 24" 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. PVC Stargrip Series 4000 ASTM A536 AWWA C111 11/07/16 33-11-11 Mechanical Joint Retainer Glands Star Pipe Products, Inc. DIP Stargrip Series 3000 ASTM A536 AWWA C111 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Black For DIP ASTM A536 AWWA C111 3"-48" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC Pipe ASTM A536 AWWA C111 4"-12" 03/19/18 33-11-11 Mechanical Joint Retainer Glands SIP Industries(Serampore) EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC Pipe ASTM A536 AWWA C111 16"-24" * From Original Standard Products List 4 Approval Spec No. Classsification Manufacturer Model No. National Spec Size CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST 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. Updated: 11/08/2021 Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15) Resilient Wedged Gate Valve w/no Gears American Flow Control Series 2500 Drawing # 94-20247 16" 12/13/02 Resilient Wedge Gate Valve American Flow Control Series 2530 and Series 2536 AWWA C515 30" and 36" 08/31/99 Resilient Wedge Gate Valve American Flow Control Series 2520 & 2524 (SD 94-20255) AWWA C515 20" and 24" 05/18/99 Resilient Wedge Gate Valve American Flow Control Series 2516 (SD 94-20247) AWWA C515 16" 10/24/00 E1-26 Resilient Wedge Gate Valve American Flow Control Series 2500 (Ductile Iron) AWWA C515 4" to 12" 08/05/04 Resilient Wedge Gate Valve American Flow Control 42" and 48" AFC 2500 AWWA C515 42" and 48" 05/23/91 E1-26 Resilient Wedge Gate Valve American AVK Company American AVK Resilient Seaded GV AWWA C509 4" to 12" 01/24/02 E1-26 Resilient Wedge Gate Valve American AVK Company 20" and smaller * E1-26 Resilient Seated Gate Valve Kennedy 4" - 12" * E1-26 Resilient Seated Gate Valve M&H 4" - 12" * E1-26 Resilient Seated Gate Valve Mueller Co.4" - 12" 11/08/99 Resilient Wedge Gate Valve Mueller Co. Series A2361 (SD 6647) AWWA C515 16" 01/23/03 Resilient Wedge Gate Valve Mueller Co. Series A2360 for 18"-24" (SD 6709) AWWA C515 24" and smaller 05/13/05 Resilient Wedge Gate Valve Mueller Co. Mueller 30" & 36", C-515 AWWA C515 30" and 36" 01/31/06 Resilient Wedge Gate Valve Mueller Co. Mueller 42" & 48", C-515 AWWA C515 42" and 48" 01/28/88 E1-26 Resilient Wedge Gate Valve Clow Valve Co. AWWA C509 4" - 12" 10/04/94 Resilient Wedge Gate Valve Clow Valve Co. 16" RS GV (SD D-20995) AWWA C515 16" 11/08/99 E1-26 Resilient Wedge Gate Valve Clow Valve Co. Clow RW Valve (SD D-21652) AWWA C515 24" and smaller 11/29/04 Resilient Wedge Gate Valve Clow Valve Co. Clow 30" & 36" C-515 AWWA C515 30" and 36" (Note 3) 11/30/12 Resilient Wedge Gate Valve Clow Valve Co. Clow Valve Model 2638 AWWA C515 24" to 48" (Note 3) 05/08/91 E1-26 Resilient Seated Gate Valve Stockham Valves & Fittings AWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts 4" - 12" * E1-26 Resilient Seated Gate Valve U.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #74 3" to 16" 10/26/16 33-12-20 Resilient Seated Gate Valve EJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes 08/24/18 Matco Gate Valve Matco-Norca 225 MR AWWA/ANSI C115/An21.15 4" to 16" Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14) * E1-30 Rubber Seated Butterfly Valve Henry Pratt Co. AWWA C-504 24" * E1-30 Rubber Seated Butterfly Valve Mueller Co. AWWA C-504 24"and smaller 1/11/99 E1-30 Rubber Seated Butterfly Valve Dezurik Valves Co. AWWA C-504 24" and larger 06/12/03 E1-30 Valmatic American Butterfly Valve Valmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve. AWWA C-504 Up to 84" diameter 04/06/07 E1-30 Rubber Seated Butterfly Valve M&H Valve M&H Style 4500 & 1450 AWWA C-504 24" to 48" 03/19/18 33 12 21 Rubber Seated Butterfly Valve G. A. Industries (Golden Anderson) AWWA C504 Butterfly Valve AWWA C-504 30"-54" Water - Polyethylene Encasement 33-11-10 (01/08/13) 05/12/05 E1-13 Polyethylene Encasment Flexsol Packaging Fulton Enterprises AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment Mountain States Plastics (MSP) and AEP Ind. Standard Hardware AWWA C105 8 mil LLD 05/12/05 E1-13 Polyethylene Encasment AEP Industries Bullstrong by Cowtown Bolt & Gasket AWWA C105 8 mil LLD 09/06/19 33-11-11 Polyethylene Encasment Northtown Products Inc. PE Encasement for DIP AWWA C105 8 mil LLD Water - Sampling Station 3/12/96 Water Sampling Station Water Plus B20 Water Sampling Station Water - Automatic Flusher 10/21/20 Automated Flushing System Mueller Hydroguard HG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent) 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9800wc 04/09/21 Automated Flushing System Kupferle Foundry Company Eclipse #9700 (Portable) * From Original Standard Products List 5 Approval Spec No.Classsification Manufacturer Model No.National Spec Size Storm Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 03/19/2021) 9/28/2018 33 05 13 Manhole Frames and Covers AccuCast (Govind Steel Company, LTD)MHRC #220605 ASTM A48 AASHTO M306 **24" Dia 9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 ASTM A48 AASHTO M306 32" Dia 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged)ASTM A48 AASHTO M306 32" Dia 9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 ASTM A48 AASHTO M306 32.25" Dia 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-HV ASTM A48 AASHTO M306 32" Dia 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2279ST ASTM A48 AASHTO M306 **24" Dia 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++2280ST ASTM A48 AASHTO M306 32" Dia 10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formally East Jordan Iron Works)EJ1033 Z2/A ASTM A536 AASHTO M306 32.25" Dia CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST PAGE 1 OF 3 **Note: All new development and new installation mahnole lids shall meet the minimum 30-inch opening requirement as specified in City Specification 33 05 13. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. Updated: 03/19/2021 * From Original Standard Products List Approval Spec No.Classsification Manufacturer Model No.National Spec Size Storm Sewer - Inlet & Structures 33-05-13 (Rev 10/13/2021) 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-405-PRECAST**ASTM C913 10' X 3' 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x3-406-PRECAST**ASTM C913 10' X 3' 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-407-PRECAST**ASTM C913 10' X 4.5' 10/08/20 33 49 20 Curb Inlets Forterrra FRT-10x4.5-420-PRECAST**ASTM C913 10' X 4.5' 10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-TOP ASTM C913 4' X 4' 10/08/20 33 39 20 Manhole Forterrra FRT-4X4-409-PRECAST-BASE ASTM C913 4' X 4' 10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-TOP ASTM C913 5' X 5' 10/08/20 33 39 20 Manhole Forterrra FRT-5X5-410-PRECAST-BASE ASTM C913 5' X 5' 10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-TOP ASTM C913 6' X 6' 10/08/20 33 39 20 Manhole Forterrra FRT-6X6-411-PRECAST-BASE ASTM C913 6' X 6' 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-10X3-405-PRECAST INLET**ASTM 615 10' X 3' 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-15X3-405-PRECAST INLET**ASTM 615 15' x 3' 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET**ASTM 615 20' x 3' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST TOP ASTM 615 4' X 4' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-409-PRECAST BASE ASTM 615 4' X 4' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER ASTM 615 4' X 4' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST TOP ASTM 615 5' X 5' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-410-PRECAST BASE ASTM 615 5' X 5' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5-412-PRECAST 5-FT RISER ASTM 615 5' X 5' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST TOP ASTM 615 6' X 6' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-411-PRECAST BASE ASTM 615 6' X 6' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X6-412-PRECAST 6-FT RISER ASTM 615 6' X 6' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST TOP ASTM 615 7' X 7' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-411-PRECAST BASE ASTM 615 7' X 7' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-7X7-412-PRECAST 4-FT RISER ASTM 615 7' X 7' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST TOP ASTM 615 8' X 8' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-411-PRECAST BASE ASTM 615 8' X 8' 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-8X8-412-PRECAST 5-FT RISER ASTM 615 8' X 8' 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4-408-PRECAST INLET ASTM 615 4' X 4' 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-5X5-408-PRECAST INLET ASTM 615 5' X 5' 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-6X6-408-PRECAST INLET ASTM 615 6' X 6' CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST PAGE 2 OF 3 **Note: Pre-cast inlets are appoved for the stage I portion of the structure (basin) only. Stage II portion of the structure are required to required to be cast in-place. No exceptions to this requirement shall be allowed. Updated: 10/13/21 * From Original Standard Products List Approval Spec No.Classsification Manufacturer Model No.National Spec Size Storm Sewer - Pipes 33-05-13 (Rev 03/19/21) 4/9/2021 33 41 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS)ADS HP Storm Polypropylene (PP) Pipe ASTM F2881 & AASHTO M330 12" - 60" CITY OF FORT WORTH TRANSPORTATION & PUBLIC WORKS DEPARTMENT STORMWATER MANAGEMENT DIVISION STANDARD PRODUCT LIST PAGE 3 OF 3 Updated: 04/14/21