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Home My WebLink AboutContract 55466-PM1PROJECT MANUAL FOR THE CONSTRUCTION OF SANITARY SEWER IMPROVEMENTS TO SERVE ALEDO MIDDLE SCHOOL #2 ADDITION IPRC No. IPRC20-0159 City Project No. 103119 File No. X-26762 FID No. 30114-0200431-103119-E07685 Betsy Price David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Prepared for The City of Fort Worth Water Department 2021 CSC No. 55466-PM1 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 CITY OF FORT WORTH Aledo Middle School #2 Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103119 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 Aledo Middle School #2 Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103119 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 Aledo Middle School #2 Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103119 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 Aledo Middle School #2 Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103119 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 Aledo Middle School #2 Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS CPN 103119 Revised March 20, 2020 Appendix GC-4.02 Subsurface and Physical Conditions GR-01 60 00 Product Requirements END OF SECTION 00 42 43 DAP - BID PROPOSAL Page 1 of 1 1 0241.2001 Sanitary Line Grouting 02 41 14 CY 4 $ 195.00 $ 780.00 2 0241.2202 Remove 5' Sewer Manhole 02 41 14 EA 2 $ 1,000.00 $ 2,000.00 3 3301.0002 Post-CCTV Inspection 33 01 31 LF 935 $ 1.00 $ 935.00 4 3301.0101 Manhole Vacuum Testing 33 01 30 EA 5 $ 170.00 $ 850.00 5 3305.0109 Trench Safety 33 05 10 LF 935 $ 1.00 $ 935.00 6 3305.0112 Concrete Collar 33 05 17 EA 6 $ 250.00 $ 1,500.00 7 3305.0202 Imported Embedment/Backfill, CSS 33 05 10 CY 422 $ 70.00 $ 29,540.00 33 11 10 33 31 12 33 31 20 33 11 10 33 31 13 33 31 20 33 31 21 10 3339.0001 Epoxy Manhole Liner 33 39 60 VF 65 $ 150.00 $ 9,750.00 33 39 10 33 39 20 33 39 10 33 39 20 33 39 10 33 39 20 33 39 10 33 39 20 33 39 10 33 39 20 16 9999.0001 Connect to Existing Manhole EA 1 $ 2,000.00 $ 2,000.00 35 Unit Price UNIT II: SANITARY SEWER IMPROVEMENTS SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application Bid Quantity LF Bidder's Proposal Description Project Item Information Bidlist Item No.Bid ValueSpecification Section No. Unit of Measure $ 200.00 7.4VF EA $ 5,200.00 TOTAL UNIT II: SANITARY SEWER IMPROVEMENTS $194,001.00 15 $ 11,856.00 $ 285.00 41.6VF $ 1,480.00 14 1 3339.1103 5' Extra Depth Manhole $ 5,200.00 3339.1102 5' Drop Manhole 9 $ 45.00 $ 1,575.00 LF 900 $ 120.00 $ 108,000.00 3331.4308 21" Sewer Pipe 8 3331.4115 8" Sewer Pipe 11 3339.1001 4' Manhole EA $ 3,200.00 $ 3,200.00 1 3339.1003 4' Extra Depth Manhole12 $ 14,400.00 $ 4,800.00 3EA3339.1101 5' Manhole13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 00 42 43_Bid Proposal_DAP - Executed 00 42 43 DAP - BID PROPOSAL Page 1 of 1 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application This Bid is submitted by the entity named below: BIDDER: Southern Mechanical Plumbing, Inc.BY: TITLE: DATE: 30 END OF SECTION CONTRACT commences to run as provided in the General Conditions. President Contractor agrees to complete WORK for FINAL ACCEPTANCE within working days after the date when the Total Construction Bid $194,001.00 Gary R. Shelton UNIT V: STREET LIGHTING IMPROVEMENTS UNIT VI: TRAFFIC SIGNAL IMPROVEMENTS UNIT II: SANITARY SEWER IMPROVEMENTS $194,001.00 UNIT III: DRAINAGE IMPROVEMENTS UNIT IV: PAVING IMPROVEMENTS Bid Summary UNIT I: WATER IMPROVEMENTS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Form Version May 22, 2019 Aledo Middle School #2 Addition CPN 103119 May 13, 2021 400 S. aston DriveSunnyvale, Texas 75182 00 45 12 DAP PREQUALIFICATION STATEMENT Page 1 of 1 CITY OF FORT WORTH STANDARD CONSTRUCTION PREQUALIFICATION STATEMENT – DEVELOPER AWARDED PROJECTS 00 45 12_Prequalification Statement_DAP - Executed (002).docx Form Version September 1, 2015 SECTION 00 45 12 DAP – PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the “Major Work Type” box provide the complete major work type and actual description as provided by the Water Department for water and sewer and TPW for paving. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Wastewater New Development, Rehabilitation, and Redevelopment Open Cut (21” and under) Southern Mechanical Plumbing, Inc. October 31, 2021 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Southern Mechanical Plumbing, Inc. BY: Gary R. Shelton 400 S Aston Drive Sunnyvale, Texas 75182 _________________________________________ (Signature) TITLE: President DATE: END OF SECTION July 26, 2021 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 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. 103119. Contractor fiirther certifes that, pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with worker's compensation coverage. CONTRACTOR: Southern Mechanical Plumbing. Inc. By: Gary R. Shelton Company (Plea Print) 400 S Aston Drive Signature: Address Sunnyvale, Texas 75182 Title: President City/State/Zip (Please Print) THE STATE OF TEXAS § COUNTY OFTARRANT § BEFORE ME, the undersigned authority, on this day personally appeared Gary R. Shelton, President, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of Southern Mechanical Plumbing, Inc. for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN LJNDER MY HAND AND SEAL OF OFFICE this 10`i' day of June, 2021. 'f . •'PY'P'� MISTY ROUTSONG . '�?.... �/e'•� ;'2°•• � • NOTARW PUBLIC �*: k: ID� 131303301 `•"�•. 'P� Slate of Texas ''•',BOF��+'� Comm. Fxp.10-04•2021 . � Notary Public m and for the State of xas END OF SECTION CITY OP PORT WORTH STANDARD CONSTRUCTION SPECIFICAT[ON DOCUMENTS Revised April 2, 2014 Aledo �Lliddle School #2 Additron CPN 103119 00 52 43 - l Developer Awarded Project Agreement Page 1 of4 2 3 4 5 6 7 SECTION 00 52 43 AGREEMENT THIS AGREEMENT, autharized on 5/13/21 is made by and between the Developer, Aledo Independent School District, autharized to do business in Texas ("Developer") , and Southern Mechanical Plumbin ,� Inc•, authorized to do business in Texas, acting by and through its duly authorized representative, ("Contractor"). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 9 follows: 10 Article 1. WORK 11 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: Aledo Middle School Adclition #2 CPN 103119 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 working days after the date 24 when the Contract Time commences to rtm as provided in Parab aph 12.04 of the Standard 25 City Conditions of the Construction Contract for Developer Awarded Projects. 26 33 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 coinpleted 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 Hundred Dollars ($500.00) for 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 Aleclo Middle Schoo! #2 Adctition STANDARD CONSTRUCTION SP�CIFICATION DOCUM�NTS — DEVELOPER AWARDED PROJ�CTS CPN 103119 Revised Jwte 16, 2016 00 52 43 - 2 Developer Awarded Project Agreement Page 2 of4 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 fi►nds of One Hundred Ninety-Four Thousand One Dollars and 41 0/100 ($194,001.00) 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/or 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 incorparated part of the Contract Documents: a. Notice to Proceed. b. Field Orders. c. Change Orders. d. Letter of Final Acceptance. CITY OF FORT WORTH Aledo Nliddle School #2 Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — D�V�LOPER AWARDED PROJECTS CPN 103119 Revised Jime 16, 2016 00 52 43 - 3 Developer Awarded Project Agreement Page 3 of4 76 Artide 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 specifically intended to operate and be effective even if it is alleged or proven that all or some of the dama�es bein� souaht 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 a1leEed or proven that all or some of the dama�es bein6 sou�ht were caused, in whole or in part, by anv act, omission or ne�liQence of the city. Article 7. MISCELLANEOUS 98 7.1 Terms. 99 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 100 the Construction Contract for Developer Awarded Projects. 101 7.2 Assignment of Contract. 102 This Agreement, including all of the Contract Documents may not be assigned by the 103 Contractor without the advanced express written consent of the Developer. 104 7.3 Successors and Assigns. 105 Developer and Contractor each binds itself, its partners, successors, assigns and legal 106 representatives to the other party hereto, in respect to all covenants, agreements and 107 obligations contained in the Contract Documents. 108 7.4 Severability. 109 Any provision or part of the Contract Documents held to be unconstihrtional, void or 110 tmenforceable by a court of competent jurisdiction shall be deemed stricken, and all 111 remaining provisions shall continue to be valid and binding upon DEVELOPER and 112 CONTRACTOR. 113 7.5 Governing Law and Venue. 114 This Agreement, including all of the Contract Documents is performable in the State of 115 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 116 Northern District of Texas, Fort Worth Division. CITY OP FORT WORTH �11edo Nfiddle School #2 Addi�ion STANDARD CONSTRUCTION SP�CIPICATION DOCUM�NTS — DEVELOPER AWARDED PROJECTS CPN 103119 Revised June 16, 2016 00 52 43 - 4 Developer Awarded Project Agreement Page 4 of 4 117 118 7.6 Authority to Sign. 119 120 121 122 123 124 125 126 Contractor shall attach evidence of authority to sign Agreement, if other than duly authorized signatory of the Contractor. IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple counterparts. This Aareement is effective as of the last date signed by the Parties ("Effective Date") Contractor: Developer: Southern Mechanical Pla�mbing, Inc. Aleclo Independent School District '��, �. By: .�4��L B : � / � _ (Signature) (Signature) � � R Shelton (Printed Name) Title: President Company Name: Southern Mechanical Plumbing, Inc. Address: 400 S Aston Drive Earl Husfeld (Printed Name) Title: Chief Financial Officer Company name: Aledo Independent School District Address: 1008 Bailev Boswell Road City/State/Zip: Sunnyvale, Tx 75182 City/State/Zip: Aledo, Tx 76008 (� /S/�o�➢ Uate 127 Co /8'/zo z � Date CITY OP FORT WORTI-I Aledo tiliddle School #2 flddrtion STANDARD CONSTRUCTION SPGCIPICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS CPN 103119 Revised June 16, 2016 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CONTRACTOR'S BLANKET ADDITIONAL INSURED ENDORSEMENT - FORM A This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART Policy Number Agency Number Policy Effective Date CPP21044110402 0755338 03/O1/2021 Policy Expiration Date Date Account Number 03/O1/2022 03/15/2021 20044084 Named Insured Agency Issuing Company SOUTHERN MECHANICAL PLUMBING, UPSHAW INSURANCE AGENCY, AMERISURE MUTUAL INSURANCE INC. INC. COMPANY 1. a. SECTION II - WHO IS AN INSURED is amended to add as an additional insured any person or organization whom you are required to add as an additional insured on this policy under a written contract or written agreement relating to your business. b. The written contract or written agreement must: (1) Require additional insured status for a time period during the term of this policy; and (2) Be executed prior to the "bodily injury", "property damage", or "personal and advertising injury" leading to a claim under this policy. c. If, however: (1) "Your work" began under a letter of intent or work order; and (2) The letter of intent or work order led to a written contract or written agreement within 30 days of beginning such work; and (3) Your customer's customary contracts require persons or organizations to be named as additional insureds; we will provide additional insured status as specified in this endorsement. 2. The insurance provided under this endorsement is limited as follows: a. That person or organization is an additional insured only with respect to liability caused, in whole or in part, by: (1) Premises you: (a) Own; (b) Rent; (c) Lease; or (d) Occupy; (2) Ongoing operations performed by you or on your behalf. Ongoing operations does not apply to "bodily injury" or "property damage" occurring after: (a) All work to be performed by you or on your behalf for the additional insured(s) at the site of the covered operations is complete, including related materials, parts or equipment (other than service, maintenance or repairs); or (b) That portion of "your work" out of which the injury or damage arises is put to its intended use by any person or organization other than another contractor working for a principal as a part of the same project. Includes copyrighted material of Insurance Services Office, Inc. CG 70 85 10 15 Pages 1 of 3 (3) Compieted operations coverage, but only if: (a) The written contract or written agreement requires completed operations coverage or "your work" coverage; and (b) This coverage part provides coverage for "bodily injury" or "property damage" included within the "products-completed operations hazard". However, the insurance afforded to such additional insured only applies to the extent permitted by law. b. If the written contract or written agreement: (1) Requires "arising out of' language; or (2) Requires you to provide additional insured coverage to that person or organization by the use of either or both of the following: (a) Additional Insured — Owners, Lessees or Contractors — Scheduled Person Or Organization endorsement CG 20 10 10 01; or (b) Additional Insured — Owners, Lessees or Contractors — Completed Operations endorsement CG 20 37 10 01; then the phrase "caused, in whole or in part, by" in paragraph 2.a. above is replaced by "arising out of'. c. If the written contract or written agreement requires you to provide additional insured coverage to that person or organization by the use of: (1) Additional Insured — Owners, Lessees or Contractors — Scheduled Person Or Organization endorsement CG 20 10 07 04 or CG 20 10 04 13; or (2) Additional Insured — Owners, Lessees or Contractors — Completed Operations endorsement CG 20 37 07 04 or CG 20 37 04 13; or (3) Both those endorsements with either of those edition dates; or (4) Either or both of the following: (a) Additional Insured — Owners, Lessees or Contractors — Scheduled Person Or Organization endorsement CG 20 10 without an edition date specified; or (b) Additional Insured — Owners, Lessees or Contractors — Completed Operations endorsement CG 20 37 without an edition date specified; then paragraph 2.a. above applies. d. Premises, as respects paragraph 2.a.(1) above, include common or public areas about such premises if so required in the written contract or written agreement. e. Additional insured status provided under paragraphs 2.a.(1)(b) or 2.a.(1)(c) above does not extend beyond the end of a premises lease or rental agreement. f. The limits of insurance that apply to the additional insured are the least of those specified in the: (1) Written contract; (2) Written agreement; or (3) Declarations of this policy. The limits of insurance are inclusive of and not in addition to the limits of insurance shown in the Declarations. g. The insurance provided to the additional insured does not apply to "bodily injury", "property damage", or "personal and advertising injury" arising out of an architecYs, engineer's, or surveyor's rendering of, or failure to render, any professional services, including but not limited to: (1) The preparing, approving, or failing to prepare or approve: (a) Maps; (b) Drawings; (c) Opinions; Includes copyrighted material of Insurance Services Office, Inc. Page 2 of 3 CG 70 85 10 15 (d) Reports; (e) Surveys; (� Change orders; (g) Design specifications; and (2) Supervisory, inspection, or engineering services. h. SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, paragraph 4. Other Insurance is deleted and replaced with the following: 4. Other Insurance. Coverage provided by this endorsement is excess over any other valid and collectible insurance available to the additional insured whether: a. Primary; b. Excess; c. Contingent; or d. On any other basis; but if the written contract or written agreement requires primary and non-contributory coverage, this insurance will be primary and non-contributory relative to other insurance available to the additional insured which covers that person or organization as a Named Insured, and we will not share with that other insurance. i. If the written contract or written agreement as outlined above requires additional insured status by use of CG 20 10 11 85, then the coverage provided under this CG 70 85 endorsement does not apply except for paragraph 2.h. Other Insurance. Additional insured status is limited to that provided by CG 20 10 11 85 shown below and paragraph 2.h. Other Insurance shown above. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS (FORM B) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART. SCHEDULE Name of Person or Organization: Blanket where required by written contract or written agreement that the terms of CG 20 10 11 85 apply. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you. CG 20 10 11 85 Copyright, Insurance Services Office, Inc., 1984 j. The insurance provided by this endorsement does not apply to any premises or work for which the person or organization is specifically listed as an additional insured on another endorsement attached to this policy. Includes copyrighted material of Insurance Services Office, Inc. CG 70 85 10 15 Pages 3 of 3 16. BROADENED KNOWLEDGE OF OCCURRENCE Under 2. Duties In The Event Of Occurrence, Offense, Claim, Or Suit, paragraph a. is deleted and replaced and paragraphs e. and f. are added as follows: a. You must see to it that we are notified as soon as practicable of an "occurrence" or an offense, regardless of the amount, which may result in a claim. Knowledge of an "occurrence" or an offense by your "employee(s)" shall not, in itself, constitute knowledge to you unless one of your partners, members, "executive officers," directors, or managers has knowledge of the "occurrence" or offense. To the extent possible, notice should include: (7) How, when and where the "occurrence" or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. e. If you report an "occurrence" to your workers compensation carrier that develops into a liabiliry claim for which coverage is provided by this Coverage Form, failure to report such an "occurrence" to us at the time of the "occurrence" shall not be deemed a violation of paragraphs a., b., and c. above. However, you shall give written notice of this "occurrence" to us as soon you become aware that this "occurrence" may be a liability claim rather than a workers compensation claim. f. You must see to it that the following are done in the event of an actual or anticipated "covered recall" that may result in "product recall expense": (1) Give us prompt notice of any discovery or notification that `your producY' must be withdrawn or recalled. Include a description of `your producY' and the reason for the withdrawal or recall; (2) Cease any further release, shipment, consignment or any other method of distribution of like or similar products until it has been determined that all such products are free from defects that could be a cause of loss under the insurance. 17. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph 6. Representations is deleted and replaced with the following: 6. Representations By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. We will not deny coverage under this Coverage Form if you unintentionally fail to disclose all hazards existing as of the inception date of this policy. You must report to us any knowledge of an error or omission in the description of any premises or operations intended to be covered by this Coverage Form as soon as practicable after its discovery. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or nonrenewal. 18. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION) Paragraph 8. Transfer of Rights Of Recovery Against Others To Us is deleted and replaced with the following: 8. If the insured has rights to recover all or part of any payment we have made under this Coverage Form, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suiY' or transfer those rights to us and help us enforce them. However, if the insured has waived rights to recover through a written contract, or if "your work" was commenced under a letter of intent or work order, subject to a subsequent reduction to writing with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this Coverage Form. 19. EXTENDED NOTICE OF CANCELLATION AND NONRENEWAL Includes copyrighted material of Insurance Services Office> Inc. Page 8 of 11 CG 70 63 0417 CPP2104411030203/01/202103/01/2022 {3) Completed operations coverage, but only if: �a} The written contract or written agreement requires completed operations coverage or "your work" coverage; and (b) This caverage part provides coverage for "bc�dily injury' or "property damage" included within the "praducts-completed aperations hazaed". However, the insurance affarded to such additional insured anly applies to the extent permitted by taw. b. If the written contract or written agreement: (1} Requires "arising out o�' language; or (2j Requires yau to provide additional insured coverage to that person ar organization by the use of either or both of the fallowing: (a) Additional Insured — Owners, Lessees or Contractors — Scheduled Person Or Organization endorsement CG 20 10 10 01; or {b) Additional Insured — Owners, Lessees or Contractars — Completed Clperations endorsement CG 20 37 10 01; then the phrase "caused, in whole or in part, by' in paragraph 2.a. above is replaced by "arising oui of'. c. If the written contract or written agreement requires yau to provide adclitional insured coverage ta that person or organization by the use of: {1} Additional Insured — C7wners, Lessees or Contractors — Scheduled Person 4r Qrganization endarsement CG 20 10 07 04 or CG 2Q 10 0413; or (2) Additional Insured — Owners, Lessees or Contractors — Completed C3perations endarsement CG 2Q 37 07 04 ar CG 20 37 04 13; or (3) Both those endorsements with either of those edition dates; ar (4) Either or both of the following: (a) Additional Insured — Owners, Lessees or Contractors — Scheduled Person Or t�rganizatian endorsement CG 20 10 withaut an edition date specified; or (b) Additional Insured — Owners, Lessees or Contractors — Completed Operations endarsement CG 2Q 37 withaut an edition date specified; #hen paragraph 2.a. above applies. d. Premises, as respec#s paragraph 2.a.{1} above, include comman or public areas about such premises if so required in the written cantract ar written agreement. e. Additional insured status provided under paragraphs 2.a.(1j(6} or 2.a.(1)(c) above does not extend beyond the end of a premises lease or rental agreement. f. The limits of insurante that apply to the additianal insured are the (east of those specified in the: {9) Written contract; (2} Written agreement; or (3) Declarations of this policy. The limits of insurance are inclusive of and nat in addition ta the limits of insurance shown in the Declarations. y. The insurance pravided to the additional insured daes not apply to "bodily injury". "properry damage'", or "personal and advertising injury" arising out of an architect's, engineer's, or surveyor's rendering of, or failure to render, any professional ser�ices, including but not limited to: (1) The preparing, appraving, or failing to prepare or approve: (a) Maps; (b} Drawings; (c} Opinions; Includes copyrighted material of Insurance Services Office> Inc. Page 2 af 3 CG 70 85 10 15 (d) Reports; (e} Surveys; (f� Change orders; (g} Design specifications; and (2} Supervisory, inspectian, or engineering services. h. SECTICIN IV — CC��/IMERCIA� GE�IERA� L1ABiLiTY CC}(VDITlONS, paragraph 4. Qfher Insurance is deleted and replaced with the following: 4. C?ther Insuranee. Coverage pravided by this endorsement is excess aver any ather vaiid and collectible insurance available to the additional insured whether: a. Primary; b. Excess; c. Contingent; or d. On any ather basis; but if the written cantract or written agreement requires primary and non-contributory caverage, this insurance will be primary and non-contributory relative to other insurance available to the additional insured which covers that person or arganizatian as a Named Insured, and we will not share with that other insurance. i. lf the wrritten contract or written agreement as outlined above requires additional insured status by use of CG 2010 11 85, then the coverage provided under this CG 70 8S endorsement d4es not apply except for paragraph 2.h. Other insurance. Additiona! insured status is limited to that prouided by CG 201011 8S shown below and paragraph 2.h. Qther lnsurance shown abave. ADDITIONAL INSURED - OWNERS, LESSEES t�R CC?NTRACTORS (FORM B) This endorsement modifies insurance provided under the fallowing: COMMERCIAL GENERAL LIABILITY COVERAGE PAR7. :.'�a .l`t�ili)R� Name af Persan or �rganization: Blanket where required by wrritten contract or written agreement that the terms of CG 20 10 11 85 apply. {!f no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endarsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but anly with respect to liabiiity arising out of "ypur work" for that insured by or for you. CG 20 10 11 85 Copyright, Insurance Seroices Office, Inc., 1984 The insurance provided by this endorsement does not apply to any premises ar work for which the person or arganization is specifically listed as an additional insured on another endorsement attached to this poficy. Includes copyrighted material of Insurance Services Office, Inc. CG 70 85 10 1 S Pagas 3 ai 3 16. BROADENED KNOWLEDGE OF OCCURRENCE Under 2. Duties In The Event Of Occurrence, Offense, Claim, Or Suit, paragraph a. is deleted and replaced and paragraphs e. and f. are added as follows: a. You must see to it that we are notified as soon as practicable of an "occurrence" or an offense, regardless of the amount, which may result in a claim. Knowledge of an "occurrence" or an offense by your "employee(s)" shall not, in itself, constitute knowledge to you unless one of your partners, members, "executive officers," directors, or managers has knowledge of the "occurrence" or offense. To the extent possible, notice should include: (7) How, when and where the "occurrence" or offense took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the "occurrence" or offense. e. If you report an "occurrence" to your workers compensation carrier that develops into a liabiliry claim for which coverage is provided by this Coverage Form, failure to report such an "occurrence" to us at the time of the "occurrence" shall not be deemed a violation of paragraphs a., b., and c. above. However, you shall give written notice of this "occurrence" to us as soon you become aware that this "occurrence" may be a liability claim rather than a workers compensation claim. f. You must see to it that the following are done in the event of an actual or anticipated "covered recall" that may result in "product recall expense": (1) Give us prompt notice of any discovery or notification that `your producY' must be withdrawn or recalled. Include a description of `your producY' and the reason for the withdrawal or recall; (2) Cease any further release, shipment, consignment or any other method of distribution of like or similar products until it has been determined that all such products are free from defects that could be a cause of loss under the insurance. 17. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Paragraph 6. Representations is deleted and replaced with the following: 6. Representations By accepting this policy, you agree: a. The statements in the Declarations are accurate and complete; b. Those statements are based upon representations you made to us; and c. We have issued this policy in reliance upon your representations. We will not deny coverage under this Coverage Form if you unintentionally fail to disclose all hazards existing as of the inception date of this policy. You must report to us any knowledge of an error or omission in the description of any premises or operations intended to be covered by this Coverage Form as soon as practicable after its discovery. However, this provision does not affect our right to collect additional premium or exercise our right of cancellation or nonrenewal. 18. TRANSFER OF RIGHTS (BLANKET WAIVER OF SUBROGATION) Paragraph 8. Transfer of Rights Of Recovery Against Others To Us is deleted and replaced with the following: 8. If the insured has rights to recover all or part of any payment we have made under this Coverage Form, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suiY' or transfer those rights to us and help us enforce them. However, if the insured has waived rights to recover through a written contract, or if "your work" was commenced under a letter of intent or work order, subject to a subsequent reduction to writing with customers whose customary contracts require a waiver, we waive any right of recovery we may have under this Coverage Form. 19. EXTENDED NOTICE OF CANCELLATION AND NONRENEWAL Includes copyrighted material of Insurance Services Office> Inc. Page 8 of 11 CG 70 63 0417 CPP210441103002 This endorsement modifies insurance provided under the following: COMFUIERCIA� GENERAl. Li�481L1'i'�l CQVE6�AGE �tiRP�9 Under SECT(OI� !— C4VERAGE A. BODILY INJUFtY RRID PROPERTY DA�IAGE LIABI�i't'Y, paragraph 2. EXCLU51Q�tS, provisidns 1. through 6. of this endorsement are excess over any ualid and collectible insurance {including any deductible) available to the insured, whether primary, excess or contingent (SECTILIN !V — C0�11�EF�CIAL GENERA� LIABi�ITY CONDtT10�S, paragraph 4. Other Insurance is changed accordingly). Provisions i. through 6. of this endorsement amend the policy as follows: 1. PROPER'TY DANiAGE LIABl�I7'Y — AI�IE�A'iED PREPAISES A. Exclusion j. Damage to Praperty, subparagraph (�2} is deleted. B. The following paragraph is deleted from Exclusion j. Damage to Property; Paragraph {2} of this exclusion does not apply if the premises are "your work" and were never occupied, rented or held far rental by you. 2. PRt�PERTY DAt1�AGE LIABtLtTY — EE.EVATQFtS A�1VD SIDETRACK �GREENiENTS A. Exclusion j. Damage to Property, paragraphs (3�, (4}, and {6) do not apply to the use af elevators. B. Exclusion k. C►amage ta Your Product does not apply ta: 1. The use of elevators; or Liability assumed under a sidetrack agreement. 3. PROPERTY �AA�AGE �IABILITY — PROPERTY �4,ANED TO THE t�SURED OR PERSONAL PROPER"i'Y IN THE CARE, CUSTODY A�d CO1dTRC)L C}F THE IPlSURED A. Exelusion j. Damage 4o Property, paragraphs {3) and (4) are deleted.. B. Coverage under this provision 3. does not apply to "properry damage" that exceeds $25>000 per occurrence or $25,000 annual aggregate. 4. PRODUCT RECALL EXPENSE A. Exclusion n. Recall of Praducts, Work ar Impaired Praperty does not app(y to "product recall expenses" that you incur for the "cavered recal(" af `your product". This exception to the exclusion does not apply to "product recaH expenses" resulting from: 1. Failure af any products to accamplish their intended purpose; 2. Sreach of warranties af fitness, quality, durability or perfarmance; 3. l.oss of customer approval or any cost incurred ta regain customer approval; 4. Redistribution or replacement of "yaur producY', which has been recalled, by like products or substitutes; 5. Caprice or whim of the insured; 6. A condition likely to tause loss, abaut which any insured knew or had reason to know at the inception of this insurance; 7. Asbestos, including lass, damage or clean up resuiting from asbestos or asbestos containing materials; 8. Recall of "yaur product(s)" that have no known ar suspected defect solely because a known or suspected defect in another of "yaur product(sj" has been found. B. iJnder SECTit3�1 III — LIP�fTS O� i�lSUR1�FUCE, paragraph 3. is replaced in its entirety as follows and paragraph �. is added: 3. The Products-Completed Operations Aggregate Limit is the most we will pay far the sum of: Includes copyrighted material of Insurance Services Office, Inc. Rage 2 of 11 CG 7Q 63 04 i 7 a. Damages under COVERAGE A BODILY lWJURY A(V� PROPERTY [?A�/�GE LIAB4LITY because af "bodily injury" and "property damage" included in the "products-campleted operations hazard" and b. "Product recail expenses". 8. Sub}eck to paragraph 5. above [af the CGL Caverage Form], $25,000 is the most we will pay for al) "product retall expenses" arising out af the same defect or deficiency. 5. NONCIWNED WATERCRAFT Exclusion g. Aircraft, Auta or Watercraft, paragraph {2} is deleted and replaced with the following: [1'his exclusion does not apply ta:j (2} A watercraft you do not own that is: (a) �ess than 75 feet long; and (b) Not being used to carry any person ar property for a charge; 6. BLANKET CONTRACiUAL LiABILfTY — RAILROADS Under SECTICitV V— DEFIPiITlO�lS, paragraph c. of "insured Contract" is deleted and replaced by the fallowing: c. Any easement or license agreement; Under SECTIOR! V— DEFINITIONS, paragraph f.(1) af "Insured CantracY' is deleted. 7. COI�TRACTUAL LlABiLITY — PERSONA� AND ADVERTISI�lG INJUFtY Under SECTIOE� i— COVERAGE B., paragraph 2. Exclusions, paragraph e. Coniractual �iability is deleted. 8. SUPPLEPRE�TARY PAYMENTS Under SECTIt1N I— SUPPLEtYIENTARY PAYNiENi"S — Ct')VERAGES A AIVD B, paragraph 1.b. is deleted and replaced with the following: 1. b. Up ta $5,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicfe to which the Bodily Injury Liability Co�erage applies. We do not have to furnish these bonds. 9. BRUADENED WHE) !S AN I�ISURED SEC31�N il — WHO IS Ak� Ii�SUREd is deleted and replaced with the following: 1. If you are designated in the Declaratians as: a. An individual, yau and your spause are insureds, but only with respect to the conduct of a business of which you are the sole awner. b. A parknership or jaint venture, you are an insured. Your members, your partners, and their spouses are also insureds, but only with respect to the conduct af your business. c. A limited liability campany, you are an insured. Your members are also insureds, but only with respect to the conduct af your business. Yaur managers are insureds, but only with respect to their duties as your managers. of. An organization other than a parknership, jaint venture or limited liability company, you are an insured. Your "executive officers" and directars are insureds, but only with respect ta their duties as your offieers or directors. Your stockholders are also insureds, but only wiih respect to their liability as stockhalders. Includes copyrighted material of Insurance Services Office, Inc. CG 70 63 0417 Page 3 af '11 2. Each of the following is a(so an insured: a. Your "volunteer workers" only while performing duties related to the canduct of yaur business, or your "employees," other than either your "executive officers." (if you are an organization other than a partnership, joint venture or limited liability company) or your managers (if you are a limited liabiliry company), but only for acts within the scope of their employment by you or while perfarming duties related to the conduct af your business. However, none of these "empioyees" or "valunteer workers" are insured for: (1) "Bodily injury" or "persanal and aduertising injury": {a) To you, to your partners or members {if you are a partnership or joint venture), to your members (if you are a limited liabiliry company), to a ca-"employee" while in the course of his or her employment or performing duties retated to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brokher or sister of that ca-"employee" or volunteer worker as a cansequence of paragraph ('I}(a) above; (c) For which there is any obligation to share damages with or repay someone else wha must pay damages because of the injury described in paragraphs {1)(a) or (b) above; or (d) Arising out of his ar her providing or failing to provide professional health eare services except as pravided in Provision 10, of this endorsemen#. Paragraphs (7)(a), (1}(b) and (1)(c} above do not apply to your "employees" who are: (i) Managers; (ii) Supervisors; (iii) Directors; or (ivj O�cers; with respect to "badily injury" to a co= `employee". {2) "Property damage" to property: (a) Owned, occupied or used by; (b) Rented to, in the care, custody ar contral of, or over which physica( control is being exereised for any purpase by you, any of your "employees," "voiunteer workers", any partner or member (if you are a partnership orjoint venture), or any member (if you are a(imited liability company). b. Any person (other than your "emplayee" or "volunteer worker"}, pr any arganization while acting as your real estate manager. c. Any person or organization having proper temporary custody of your property if you die, but only; {1) With respect ta liabiliry arising out of the maintenance ar use af that property; and {2) Until your legal representative has been appointed. d. Your legal representative if yflu die, but only with respect to duties as such. That representative will have all your rights and duties under this Coverage Form. e. Yaur subsidiaries if: (1} They are legally incorporated entities; and (2} You own more than 50% af the vating s#ock in such subsidiaries as of the effective date of this policy. If such subsidiaries are not shawn in the Declarations, you must report them to us within 780 days af the inception of your ariginal policy. Includes copyrighted materia! of Insurance Services Qffce, Inc. Page 4. of 11 CG 70 63 04� 17 f. Any person or organization, including any manager, owner, lessor, mortgagee, assignee or reteiver of premises, to whom you are obiigated under a written contract to provide insurance such as is afforded by this policy, but only with respect to liability arising out of the ownership, maintenance or use of that part of any premises or land leased ta yau, including comman or public areas about such premises ar land if so required in the contract. However, no such person or organization is an insured with respect ta: (1) Any "occurrence" that takes place after you cease ta occupy or lease that premises or land; or (2} Structural alterations, new construction or demalition aperations per�ormed by or an behalf of such person or organization. g. Any state or politicai subdivision but only as respects legal liability incurred by the state or politica! subdivisian solely because it has issued a permit with respect ta operations performed by yau or on your behalf. However, no state or poli#ieal subdivision is an insured with respect ta: {�i} "Badily injury", "properry damage", "persanal and advertising injury" arising out of operations perFormed far the state or municipality; or {2) "'Bodily injury" or "property damage" included within the "products-completed operations hazard." Any person ar organizatian wha is the lessar of equipment leased to you, to whom you are obligated under a written contract to provide insurance such as is afforded by this policy, but only with respect to their }iabiiity arising aut of the maintenance, operatian or use of such equipment by you or a subcantractar on your behalf with your permission and under your supervision. However, if you have entered into a construction contract subject to Subchapter C of Chapter � 51 of Subtitle C of Title 2 of the Texas Insurance Code with the additional insured, the insurance afforded to such person{s} or organization(s) only applies to the extent permitted by Subchapter C af Chapter 151 af Subtitie C of Title 2 of the Texas Insurance Code. No such person ar organization, however, is an insured with respect to any "occurrence" that takes place after the equipment lease expires. i. Any architect, engineer, or surveyar engaged by you under a written contract but only with respect to liability arising out of your premises or "your work." Hawever, if you have entered into a canstruction contract su6jed to Subchapter C af Chapter 1 S1 of 5ubtitle C of Title 2 of the Texas Insurance Code with the additional insured, the insurance afforded to such person anly applies to the extent permitted by Subchapter C of the Chapter 151 of Subtitle C af Title 2 of the Texas Insurance Code. No architect, engineer, or surveyor, however, is an insured with respect ta "bodily injury," "property damage," or "personal and advertising injury" arising out of the rendering of ar the failure to render any professional services by or for you, including: (1) The preparing, approving, or failing to prepare or apprave maps, drawings, opinions, reports, surveys, change orders, designs or specificatians; or {2} Supervisory, inspection, or engineering services. This paragraph i. does not apply if a separate Additional Insured endorsemenk providing liabi(ity coverage for architects, engineers, or surveyors engaged by yau is attached ta the policy. {f the written contract ar written agreement requires primary and non-contributory coverage, the insurance provided by paragraphs f. through i, abave will be primary and nan-contributory relative to other insurance available to the additional insured which covers that person or organizatian as a Named Insured, and we will not share with khat other insurance. 3. Any organization you newly acquire or form, oiher than a partnership, joint venture or limited (iability campany and over which you maintain ownership or majariry interest, will qualify as a Named insured if there is no other similar insurance available ta that organization. However: a. Coverage under this provision is afforded only until the end of the policy period; b. Coverage A does not apply to "bodily injury" or "properry damage" that accurred befare yau acquired ar formed the organization; Includes copyrighted material of Insurance Services Offce, Inc. CG 7Q 63 04 17 Page 5 of 11 c. Coverage B daes nat apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. d. Coverage A does not apply to "product recail expense" arising out af any writhdrawal or recall that occurred before you acquired or formed the organizatian. 4. Any person or organization (referred to beiow as vendor) with whom you agreed under a written eontract to provide insurance is an insured, but oniy with respect to "bodily injury" or "property damage" arising out of "your products" that are distributed or soid in the regular course of the vendor's business. Hawever, no such persan or organization is an insured with respect to: a. "Bodily injury" or "property damage" far which the vendor is abligated to pay damages by reason of the assumption of IiabiGty in a contract or agreement. This exclusion does not appfy to (iability for damages that the vendor wauld have in the absence of the contract or agreement. b. Any express warranty unautharized by you; c. Any physical or chemical change in "your prod�cY' made intentionally by the vendar; d. Repackaging, except when unpacked solely for the purpose of inspection, demonstration, testing, or the substitution af parts under instructions fram the manufacturer, and then repackaged in tne original container; e. Any failure to make such inspections, adjustments, tests or servicing as the vendor has agreed to make or normally �ndertakes to make in the usuai course of business, in cannection with the distribution or sale af "your products"; f. Demanstration, installation, servicing or repair operations, except such operations performed at the vendor's premises in connect+on with the saie of the "your producY'; g. "Your products" which, after distribution or sale by you, have been labeled or relabeled or used as a container, part or ingredient of any other thing or substance by or for the vendor. h. "Bodily injury" or "property damage" arising out of the saie negligence of the vendor for its own acts or omissions or those of its employees or anyone else ading on its behalf. However, this exclusion does not apply to: {7) The exceptions contained in subparagraphs d. or f.; or (2} Such inspections, adjustments, tests ar servicing as the vendor has agreed to make or norrnally undertakes to make in the usuai course of business, in connection with the distributian or sa(e of the products. This paragraph 4. daes not apply to any insured persan ar organization from which yau have acquired "your products", or any ingredient, part, ar container, entering inta, accornpanying or containing "your products". This paragraph 4. also does not apply if a separate Additianai Insured endorsement, providing fiability caverage far "bodiEy injur}r' or "property damage" arising aut of "yaur product" that is distributed or sold in the regular course of a vendor's business, is attached to the policy. No person or organizatian is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shawn as a Named Insured in the Dec(arations. 10. I€VCIDENTA� AA�Al.PRACFlCE LIABILITY As respects provision 9., SECTIO�d fl — WHt3 IS AN IIVSURED, paragraph 2.a.{1}(d} does not apply to any nurse, emergency medical technician or paramedic ernployed by you ta pravide medical or paramedical services, pravided that you are not engaged in the business or accupativn of providing such services, and your "employee" does not have any other insurance that wauld also cover claims arising under this provision, whether the other insurance is primary, excess, contingent ar on any other basis. Under SECTIC}i� I!1— Lih�17S OF IPdSUR1��fCE, provisions 1't. through i4. of this endorsement amend the poliey as follaws: 11. AGGREGATE U�IlTS PER RRtJJECT The Genera! Aggregate Limit applies separately to each of your construction projects away from premises owned by or rented ta you. Includes copyrighted material of lnsurance Services O�ce, Inc. Page 6 of 11 GG 70 63 04 97 12. AGGREGATE Lt�liS FER LOC,4iIQi� The General Aggregate Limit applies separately to each of yaur locations, but only when required by written contract or written agreement. As respects this provision 12., your locations are premises you own, rent or use involving the same or cannecting lots or premises whose connection is in#errupted on(y by a street, roadway, waterway or right-of-way of a railroad. Nawever, yaur locations do not include any premises where you, or others acting an your behaif, are performing eonstruction operations. 13. IfVCREASED MEDICA� PAY�ENTS LIiNITS A. SECTION tll — �{�ITS O� IhtSURA(�CE, paragraph 7., the Medica) Expense Limit, is subject to ail the terms of SECTi{�fV !11 — LiN91TS C?F ItVSURANCE and is the greater of: '3. $1 Q,OflO; or z. The amount shown in the Declarations for Medical Expense Limit. B. This provision 13. does not apply if COVERAGE C MEDICAL. PAYME(�TS is excluded either by the pravisians of the Coverage Form or by endorsement. 14. �AMAGE TO PFZE�{SES RENTED TU YOU — SPECIFIC PERILS APd� INCREASED LIf�IT A. The word fire is changed to "specific perils" where it appears in: 1. The last paragraph of SECTtt3N 1— COVERAGE A, paragraph 2. Exctusions; 2. SECTI�N IV, paragraph 4.b. Excess Insurance. B. The Limits af Insurance shown in the Declarations will apply to all damage proxirna#ely caused by the same event, whether such damage resulis from a"specific peri!" or any combination of "specific perils." C. The Damage To Prernises Rented To You Limit described in SEC'FiON !ii — LI�ITS OF II�SUR,4NCE, paragraph 6., is replaced by a new limit, which is the greater of: i. $1,OOQ,000; or 2. The amount shown in the Declarations for Damage To Premises Rented To Yau �imit. C}. This provision 14. does no# apply if the Damage To Premises Rented To You Limit of SECTiO�I I— COVERAGE A is excluded either by the provisians af the Coverage Form or by endorsernent. E. "Specific Perils" means fire; lightning; explosion; windstorm or hail; smake; aircraft or vehicles; riot or civil commotion; vandaiism; leakage from fire extinguishing equipment; weight of snaw, ice or sleet; or "water damage". "Water damage" means accidental discharge or leakage of water or steam as the direct result of the breaking or cracking of any part of a system or appliance containing water or steam. 15. BRt�ADE�lED LEGAL �1ABILITY COVERAGE FOR LAND�4RD'S BUSf1�ESS PERSCiNAL PROPERTY Under $ECTtdN I— COVERAGE A BODiLY INJURY AND PROPERTY DA�AAGE �II�Si�13Y, 2. Exclusions, j. Damage to Property, the first paragraph fallowing paragraph (6} is deleted and replaced with the following: Paragraphs (1), (3) and {4} of this exclusion do not apply to "property damage" (other than damage by fire) to a landlord's business personal property that is subject to, or part af, a premises lease or rental agreement with that landlard. The most we will pay for damages under this provision 15. is $10,00�. A$250 deductible applies. Under SECTION IV — C4t�P�lERC1A� GEPlERAL LIABILfTY CONDtTIOtdS, provisions 16. thraugh '18. of this endorsement amend the policy as foliows: Includes copyrighted material of Insurance Services Offce, Inc. CG 70 63 0417 Page 7 of 11 16. BROp+DENEQ tCNOFAI�EDGE OF C}CCURRENCE Under 2. Duties In The Event O� Qccurrenc�:, t3f�ense, Gaim, Or Suit, paragraph a. is dele#ed and replaced and paragraphs e. and f. are added as follows: a. You must see to it that we are notified as soon as practicable of an "occurrence" or an offense, regardless of the amaunt> which may result in a claim. Knowledge of an "occurrence" or an offense by your "employee(s)" shall not, in itseff, constitute knowledge tc� you unless one of your partners, members, "executive officers," directors, or managers has knawvledge of the "accurrence" ar affense. To the extent possible, natice shauld include: (1} How, when and where the "bccurrence" or offense taok piace; {2} The names and addresses of any injured persons and witnesses; and (3j The nature and location of any injury ar damage arising out of the "occurrence" ar affense. e. !f you repart an `bccurrence" to your workers compensation carrier that develops into a liability claim f�r which coverage is provided by this Coverage Farm, failure to report such an "accurrence" to us at the time af the "occurrence" shal! not be deemed a violation of paragraphs a., b., and c. abave. However, you shall give written natice of this "occurrence" to us as soon you become aware that this "occurrence" may be a iiability claim rather than a warkers compensation claim. f. You must see to it that the fallowing are done in the event of an actual or anticipated "covered recall" that may resuit in "product recall expense": {1} Give us prompt notice of any discovery ar notification that `your producY' must be withdrawn or recalled. Include a description of "your producC' and the reason for the withdrawal or recall; {2) Cease any further release, shiprne�t, cansignment ar any other method of distribution of like or similar products unti! it has been determined that al( such praducts are free from defects that could be a cause of loss under the insurance. 17. UNIiVTEl�TIONA� FAtLURE TC? �ISCl.C?SE HAZARQS Paragraph 6. Representations is deleted and repfaced with the follawing: 6. Representations By accepting this policy, you agree: a. The statements in the Deciarations are accurate and complete; b. Those statements are based upon representations you made ta us; and c. We have issued this ppticy in reliance upon your representa#ions. We will not deny coverage under this Coverage Form if yau unintentionally fail to disclase all hazards existing as of the inception date of this palicy. You must report to us any knowledge of an error or omission in tne description of any premises ar operations intended tc� be covered by this Coverage Form as soon as practicable after its discovery. However, this provision does not affect our right to collect additional premium or exercise aur right of cancellation or nonrenewal. �8. TRANSFER OF RIGNTS (BLAPdKET �4l/�lVER OF SUSRQGATlOIV) Paragraph 8. Transfer of Righis Of Recavery Agains� Cifihers Ta Us is deleted and replaced with the following: 8. If the insured has rights to recover ail or part of any payment we have made under this Coverage Form, those rights are transferred to us. The insured must do nothing after loss to impair them. At our request, the insured will bring "suit" or transfer those rights to us and heip us enforce them. However, if the insured has waived rights to recover through a written contract, or if "your work" was commenced under a letter of intent ar wark order, subject to a subsequent reduction to writing with customers whose customary contracts require a waiver, we waive any right of recovery we rnay have under this Caverage Form. '19. EXTENDED t�dTlCE OF CANCE�LATIC�N �,ND NONRENEWAL Includes copyrighted material of Insurance Services Q�ce, lnc. Page 8 of 17 CG 70 63 U417 Paragraph 2.b. of A. Cancellation of the C�t��iOPd R�Lt�Y CQ�IDITiC}�IS is deleted and replaced with the following: b. 60 days before the effective date of the cance(latian if we cancel for any other reasan. Under SECTiON IV — Ct3t1RMERCIAL GENERAL L3ABiLITY C�NDITtOP�S, Paragraph 9. Vi(hen We Qo iVat Renew is deleted and replaced with the following: 9. i�lhert We Da iVat Renew a. We may efect nat to renew this palicy except, that under the provisions of the Texas Insurance Code, we may not refuse to renew this policy solely because the policyholder is an elected official. b. If we elect not to renew this palicy, we may do so by mailing or delivering to the first Named insured, at the (ast mailing address known to us, written notice of nonrenewal, stating the reason for nonrenewal, at least 60 days before the expiration date. !f natice is mailed or delivered iess than 60 days before the expiration date, this palicy will remain in effect until the 61 st day after the date on which the notice is mailed or delivered. Earned premium for any period of coverage that e�ends beyond the expiratian date will be camputed pro rata based on the previous year's premium. c. If notice is mailed, proof af rnailing will be sufficient proof of notiee. d. The transfer of a policyholder between admitted campanies within the same insurance group is not considered a refusaf to renew. 20. Mt)BILE EQUtPMENT REDEFt�tED Under SECTiON V— DEFtt�ITlONS, paragraph 12. "Mobile equipmenY', paragraph f. ('i) daes not apply to self-propelled vehicles of less than 1,OOfl pounds gross vehicle weigh# that are not designed far highway use. 21. ADDIi"10(�AL QEFtNIT10�IS 1. SECTtON V— DEFINi�"It�N5, paragraph 4. "Coverage territory" is replaced by the follawing definition: "Coverage territory" means anywhere in the warld with respect to liabiliry arising out of "bodily injury," "property damage," or "personal and advertising injury," inciuding "personal and advertising injury" offenses that take place through the Internet or similar electronic means of communication provided the insured's responsibility ta pay damages is determined in a settlement to which we agree or in a"suiY' an the merits, in the United States of America (including its territories and possessions}, Puerta Rica and Canada. 2. SECTION V— DEFiPlITICUhIS is amended by the addition of the following definitions: "Covered recall" means a recall made necessary because you or a govemment body has determined that a known or suspected defect, deficiency, inadequacy, or dangerous canditian in "your product" has resulted or wilt result in "bodily injury" or "property damage". "Product Reca(1 expenses° mean only reasonable and necessary e�ctra casts, which result from or are related to the recall or withdrawal of "your producY' for:. a. Telephone and telegraphic communication, radio or teievision annQuncements, computer time and newspaper advertising; b. Stationery, envelapes, praduction of announcements and postage or facsimiles; c. Remuneration paid ta regular emplayees for necessary overtime or autharized travel expense; d. Temporary hiring by you or by agents designated by you of persons, other than your regular empioyees, ta perform necessary tasks; e. Rental of necessary additional warehause or storage space; f. Packaging of or transportation or shipping of defective products to the location yau designate; and g. Disposal af "your products" that cannot be reused. Dispasa( expenses da not include: (1 } Expenses that exceed the original cost of the materials incurred to manufacture or process such product; and Includes copyrighted material of Insurance Services C3ffice, Inc. CG 70 63 04 17 Page 9 af 11 (2) Expenses that exceed the cost of normal trash discarding or disposal, except as are necessary to avoid "bodily injury" or "praperty damage". 22. REASOidA�LE FORCE — BO[?ILY {�lJURY C}R PROP�Ri'Y DA�IiAGE Under SECTIO�! I— COVERAGE A., paragraph 2. Excfusians, subparagraph a. Expected t?r Intendeci injury is deleted and replaced with the foliowing: [This insurance does not apply to:j a. Expected Or intendad injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" ar "property damage" resulting from #he use of reasonabie force to protect persons or property. 23. BRDADENE� LlABtL4TY CflVEF�AGE FOR QA,�AGE 3Q YOUR PRt7DUCT AND Yt�UE2 WQRK . A. Under SECTIaM t— C�VERAGE A., paragraph 2. Exclusions, exclusion �. Damage to Your Product and exclusion !. Damage to Your VYorlc are deleted and replaced with the following: [This insurance does nat apply to:) k. Damage #o Your Product "Property damage" ta "your produeY' 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. For purposes of exdusion k. above, "collapse" means an abrupt fa{ling down or caving in of a buiiding or any part of a building with #he result that the building or part of the building cannot be occupied for its intended purpose. i. Damage ta Your Work "Property damage" ta "yaur work" arising out of it or any part of it and included in the "products-comp(eted operations hazard". This exciusion does not apply: (1) If #he damaged work ar the work aut of which the damage arises was performed on your behalf by a subcontractor; ar {2) If the cause of loss to the damaged work arises as a result of: {a) Fire; (b) Smoke; (c) "Collapse"; or (d} Explosion. For purposes of exclusion I. above, "collapse" means an abrupt falling down or caving in of a bui}ding or any part of a building with the result that the building or part of the bui(ding cannot be occupied for it� intended purpose. B. The following paragraph is added to SECTIQfd lil — tlMfTS OF tN5UR�4PdCE: Inc)udes copyrighted material of Insurance Services Office, Inc. Page 10 of 11 CG 7p 63 Q4 17 Subject to 5. above [of the CGL Coverage Forrn], $100,Oa0 is the mast we will pay under Coverage A for the sum of damages arising out of any one "occurrence" because af "properly damage" to "yaur producY' and `j�aur wark" that is caused by fire> smoke, collapse ar expiosion and is included within the "product-completed aperations hazard". This sublimit daes not apply to "property damage" ta "your work" if the damaged work, or the wark out of which the damage arises, was performed on your behalf by a subcantractor. 24. BRIJADEPIED �ODILY I�IJURY COVERAGE Under SECTiOfd V— DEFINITIDiVS, the definition of "bodify injury" is deleted and replaced with the following: 3. "Bodily injury„ a. Means physical: {1} Injury; t2i Disability; {3) Sickness; or (4) Disease; sustained by a person, including death resulting from any of these at any time. b. lncludes mental: (S} Anguish; (6? �njurY; {7) Humiliation; (8} Fright; or (9) 5hock; directly result'sng from any "bodily injury" described in paragraph 3.a. c. Ail "bodily injury" described in paragraph 3,b. shall be deemed to have aceurred at the time the "bodily injury" described in paragraph 3.a. occurred. 25. t3ESlGNATED CCiMPLETED PFtOJECTS — Aft�EN�ED �it+�1TS OF INSURANCE When a written contract or written agreement between you and another parry requires project-specific limits of insurance exceeding the limits of this policy; A. for "bodily injury" or "property damage" that occurs within any palicy period for which we provided coverage; and B. for "your work" performed within the "products-completed operation hazard"; and C. for which we previousiy issued Amendment Of �imits Of Insurance (Designated Praject �r Premises) CG 71 94 either during this poiicy term or a prior palicy terrn; and D. that designated project is now compiete; the limits of insurance shown in the CG 71 94 scheduie wifl repiace the limits of insurance of this palicy far the designated praject and will continue to appfy for the amount o# time the written contract or written agreement requires, subject to the state statute of repose of the project location. These limits are inclusive of and nat in additian to the repiaced limits. Includes copyrighted material of Insurance Services O�ce, Inc. CG 70 63 04 17 Page 11 of 11 Policies: CPP21044110302, CA21044100301, and CU21044120301 CA2104410030103/01/2021 Policy CA21044100301 {c} The lease had not expired. �eased "autos" covered under this provision will be considered covered "autos" you awn and not covered "autas" you hire. h. Any legally incorparated organization or subsidiary in which you own more than 5Q% of the voting stack on the effective date of this endorsement. This provision daes not apply to "bodily injury" or "property damage" for which an "insured" is also an insured under any other automobile policy or would be an insured under such a palicy, but for its termination or the exhaustion of its limits of insurance, unless such policy was written to apply specifically in excess of this policy. 2, COVERAGE EXi'ENSlONS - SUPPLEI1�ENiARY PAYh9ENTS Under Section li - LIABIi.iiY COVEI�4GE, �0..2.a. Supplemen�ary Paymen#s, paragraphs (2) and (4} are deleted and replaced as fallaws: (2) Up to $2,500 for the cast af bail bonds {including bonds for related traffic law viplations} required because of an "accidenY' we cover. We do not have to furnish these bonds. (�) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from v✓ork. 3. AME�#DED FELLQW EMP�4YEE EXCLU510N Under SECTlON II - LIABtLtTY COVEFtAGE, B. EXCLltS101VS, paragraph 5. Fellaw Emptoyee is deleted and replaced by the following: 5. Fel(ow Employee "8odily injury" to: a. Any fellow "employee" of the "insured" arising aut of and in the caurse of the fellaw "employee's" employment or while performing duties related to the conduct of your business. However, this exclusion does not apply to your "employees" that are afficers, managers, superrisars or above. Coverage is excess over any ather collectible insurance. b. The spouse> child, parent, brother or sister of that fellow "employee" as a consequenee of paragraph a. abave. 4. HIRED AUTO PNYSICAL [7A�AGE CC?VERAGE A�ID LOSS OF USE EXPE�lSE A. Under SECTIO(V !II - PHYSICA�. DA�AGE CCIVEF2ArGE, A. Cl7VERAGE, the following is added: If any of your owned covered "autos" are covered for Physical Damage, we will provide Physical Damage coverage to "autos" that you or your "empfayees" hire or borrow, under yaur name ar the "employee's" name, for the purpose of doing your work. We will provide coverage equat to the broadesE physicai damage caverage applicable to any covered "auto" shawn in the Declarations, Item Three, Schedule of Covered Autos You 4wn, ar on any endorsements amending this schedule. B. Under SECTION Ilt - PHYSlCt�L DA�+IAGE COVERAGE, A.4. Coverage Extensions. paragraph b. Lass Of Use Exp+enses is deleted and replaced with the foflowing: b. Lass O� Use Expenses For Hired Auto Physica! Damage, we will pay expenses for which an "insured" becomes legally responsible to pay fc�r loss af 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 colfisian, only if the Declarations indicate that Camprehensive Coverage is pravided for any covered "auta"; Includes copyrighted material of Insurance Services Office, Inc. Page 2 af 5 CA 77 18 17 09 (2) Specified Causes of Loss, only if the Declarations indicate that Specified Causes �f Loss Coverage is provided for any covered "auta"; or (3} Collision, only if the Declarations indicate that Collision Coverage is provided for any covered "auta". Howeuer, the most we wil! pay far any expenses for ioss of use is $30 per d�y, to a maximum of $2,000. C. Under SEC'ilO�d IV — BU5iNESS AUTO Ct}N�1714NS, B. Generat Gondiiions> 5. Other lnsurance, paragraph b. is repiaced by the following: b. For Hired Auto Physical Damage, the foilowing are deemed to be covered "autos" yau own: Any covered "auto" you lease, hire, rent ar barrow; and 2. Any covered "auto" hired or rented by your "employees" under a contract in that individual "employee's" name, with your perrnission, while performing du#ies reiated to the conduct of your business. Hawever, any "auto" that is leased, hired, rented or borrowed with a driver is not a cavered "auto", nor is any "auto" you hire from any of your "employees", partners (if you are a partnership), members {if you are a fimited liability campany), or members of their househoids. 5. LOAN Of2 IEASE GAP COVERAGE Under SECTION 11i — PNY5ICAL �AMAGE CQVERAGE, A. COVERAGE, the following is added: If a covered "auto" is awned ar leased anc! if we provide Physical Damage Coverage on it, we wili pay, in ihe event of a covered total "loss", any unpaid amount due on the lease or (oan for a cavered "auto", less: (a} The amaunt paid under the Physicaf Damage Section of the policy; and: {b} Any: (1) Overdue lease ar loan payments including penalties, interest or other charges resulting ftom overdue payments at the time of the "loss"; (2) Financial penalties imposed under a lease for excessive use, abnormai wear and tear or high mileage; (3) Costs for extended warranties, Credit Life Insurance, Health, Accident ar �isability Insurance purchased with the loan ar lease; (4} Security deposits not refunded by a lessor; and (5) Carry-over balances from previous loans ar leases. . Under SECTIl3N Ilt - PHYSICAL DA�AGE CUVERAGE, A.4. Coverage Extensions, paragraph a. iransportatian Expenses is deleted and replaced by the following: a. Transportation Expenses (i) We will pay up to $75 per day ta a maximum of $2,000 for transportation expense incurred by yau because of covered "loss". We will pay only for those covered "autos" for which you carry Collision Coverage or e+ther Comprehensive Coverage or Specified Causes of �oss Coverage. We will pay for transportation expenses incurred during the period beginning 24 hours after the covered "loss" and ending, regardless of the policy's expiration, when the covered "auto" is returned to use or we pay for its "loss". This coverage is in additian to the otherwise applicable coverage you have on a covered "auta". No deductibles apply tfl this coverage. includes copyrighted material of Insurance Services Office, Inc. CA 71 1811 09 Page 3 of 5 {2) This coverage daes not apply while there is a spare or reserve "auto" available to you for your operation. 7. AIRBAG C4VEF�AGE Under SECTItii� 111- PHYSiCAL I7��t�GE, B. EXC�UStOFIS, parag�aph 3, is deleted and replaced by the following: 3. We will not pay far "loss" caused by ar resulting from any of the foilowing un(ess caused by other "loss" that is covered by this insurance: (t} Wear and tear, freezing, mechanical or eiectrical breakdown. However, this exclusion does not include the discharge of an airbag. (2) Blowouts, punctures or other road damage to tires. 8. GLASS REPAIR— WAtVER OF DEDUCTIB�E Section UI — PHYSICAI. DA�AGE CCJVER,AGE, D. D�cluctible is amended to add the following: Na deductible appiies to glass damage if the giass is repaired rather than repiaced. 9. COLLtSI(�tU COVERAGE —1iUA1VER tJF t3EDUCTIBLE Under Section 11! - PHYStGA� aAP�liGE COVERAGE, D. Qeductible is amended to add the following: When there is a loss to your covered "auto" insured for Collision Caverage, no deductible will apply if the loss was caused by a collision with another "auto" insured by us. 10. KNt�WLECtGE OF ACCIDENT Under SECTION IV - BUSIFVESS AUit3 C0IVDITit?N5, A. Loss Canditicsns, 2. Du#ias In 'The Event t)f Accident, Claim, Suii Or Loss, paragraph a. is deleted and replaced by the following: a. You must see to it that we are notified as soon as practicable of an "accidenY', claim, "suiY' or "loss". Knowledge af an "accidenY', claim, "suiY' ar "lass" by your "employees" sha(I not, in itself, constitute knowledge to you unless one of your partners, executive office�s, diredors, managers, or members (if you are a limited liabiiity company} has knowledge of the "accidenY', claim, "suiY' ar "loss". Notice should include: (1) How, when and where the "attident" or "loss" occurred; {2) The "insured's" name and address; and (3} To the extent possibie, the names and addresses of any injured persons and witnesses. 11. TRAP�SFER CJF RIGMTS {BLANKE7 WAtVER O� SUBROGATi0�1} Under SECTtON !V - BUSINESS AUT� C�hlDITIOFVS, i+. Loss Conditions paragraph 5. Transfer df Rights Of Recovery Against Others To Us is deleted and replaced by the fallowing: 5. Transfer Of Rights Of Recovery Against C}thers To Us If any person or arganizatian to or far whom we make payment under this Coverage Form has rights to recover damages from another, those rights are transferred to us. That person or organization must do everything necessary to secure our rights and must do nothing after "accident" or "loss" to impair them. However, if the "insured" has waived rights ta recover through a written cantract, or if yaur work was commenced under a letter of intent or work order, subject to a subsequent reductian in writing with customers whose customary can#racts require a waiver, we waive any right of recavery we may have under this Coverage Form. Includes copyrighted material of Insurance Services Office, Inc. Page 4 of 5 CA 71 18 7 7 09 12. UNINTE�l1'IOi�AL FAILURE T4 DISCLOSE HAZARDS Under SECi'ION IV - BUSI(UESS AUTi3 CQP�DtTIt?NS , B. General Conditians , paragraph 2. Cancealmeni, �isrepresentatian Or Fraud is amended by the addition of the fallowing: iNe wili not deny caverage under this Coverage Form if you �nintentionafly fail to disclose all hazards existing as of the inception date of this policy. You must report to us any knowledge of an error or omission in yaur representations as soon as practicable after its discovery. This provision does not affed our right to coliect additionai premium or exercise our right of cancellatian or non-renewal. 13. BLAiVFfET CdVERAGE FOR CERTAIPJ t3PERATiONS If� CC}NNECTIt�N WfiH RAtLRt�AflS When required by written cantract or written agreement, the def:nition of "insured cantract" is amended as follows: — The exception contained in paragraph H.3. relating to construction or demolition operations on ar within 5d feet of a railroad; and — Paragraph H.a. are deleted with respect to the use af a cavered '"auta" in operations for, or affecting, a railroad. Includes capyrighted material af Insurance Serrices Office, Inc. CA 71 1811 09 Page 5 of 5 CA2104410030103/01/2021 CU21044120301 Policy CU21044120301 Policy CU21044120301 03/01/2103/01/2021 03/01/2103/01/21 006213-1 PGR�ORMANCG BOND Page 1 0�'2 1 2 3 4 5 6 7 8 SGCTION 00 62 13 PCRFORMANCG BOND Bond No. HSHNSU0793041 THE STATE OF TCXAS § § KNOW ALL BY THESE PRESENTS: COUNTY OF TARRANT § That we, Southern Mechanical Plumbing, Inc. , known as "Principal" herein and Harco National Insurance Company , a corporate s�u�ety(sureties, if more than 9 one) duly authorized to do business in the State of Texas, I<nown as "Surety" herein (whether one 10 oi• more), are held and firmly bound unto the Developer, Aledo [ndependent School District, 11 authorized to do business in Texas ("Developer") and the City of �ort Worth, a Texas m�micipal 12 corporation (`City"), in the penal sum of, One Hundred Ninety Four Thousand One Dollars and 13 0/100 ($194,001.00), lawful money of the United States, to be paid in Fort Worth, Tarrant 14 Co�u�ty, Texas for the payment of which s�un well and truly to be madejointly unto the IS Developer and the City as dual obligees, we bind ourselves, o�u� heirs, exec�rtors, administrators, 16 successors and assigns, jointly and severally, firmly by these presents. 17 WHEREAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Fort Worth by antl through a Community f-acilities 19 Agreement, CFA Number CFA20-0149; and 20 WHGREAS, the Principal has entered into a certain written contract with the Developer awarded 21 the 13'�' day of May , 2021, which Contract is hereby refen•ed to and made a part hereof for all 22 pw�poses as if fully set forth herein, to fiu�nish all matecials, equipment labor and other accessories 23 detined by law, in the prosecution ofthe Work, including any Change Orders, as provided for in 24 said Contract designated as Aledo Middle School #2 Addi�io��. 25 NOW, THEREFORG, the condition ofthis obligation is such that ifthe said Principal 26 shall faithfully perform it obligations under the Contract and shall in all respects duly and 27 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 28 specifications, and contract documents therein refecred to, and as well during any period of 29 extension of the Contract that may be granted on the part of the Developer and/or City, then this 30 obligation shall be and become null and void, otherwise to remain in full foece and effect. 31 PROVIDCD FURTHCR, that if any legal action be filed on this Bond, venue shall lie in 32 Tarrant County, Texas or the United States District Court ior the Northern District of Texas, Fort 33 Worth Division. CITY OP FORT WORTI-I ;Iledo flGddle Scbool tt7 Addi�ia� STANDAIZU Cf'I�Y CONDITIONS—DL'VLLOPrR AWARDL:D PRO.IGC"I�5 CPA� l03/I) Revised .I�nuary 31, 7.012 006213-2 PERFORMANCE BOND P�ge 2 of 2 I This bond is made and executed in compliance with the provisions of Chapter 2253 of the 2 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 1N WITNESS WHEREOF, the Pcincipal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the 9th day of � June 2021 . 7 8 9 10 II 12 13 ATTEST: 14 15 G�� 16 (Principal ec et y 17 ./�Il�µ i /z• ✓ i t�.+C 18 19 2o s�1�W0�-� � ►�'l � � 22 Witness as to Principal 23 � a-� � � 51+1`,� 24 25 26 27 28 29 30 31 32 33 34 35 � 36 37 Witn s as to Surety 38 39 40 *Note 41 42 43 44 PRINCIPAL: Southern Mechanical Plumbing, ]nc. B Y • �—i Signature Gary R Shelton, President Name and Title Address: 400 S Aston Drive Sunnyvale, Tx 75182 SURFTY: Harco National Insurance Comp�ny BY: ^„�„ Signature Lauren Lane, Attorney-in-Fact Name and Title Address: PO Box 1299 Amarillo. TX 79105 Telephone Number: (806) 468-0400 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 fi�om its mailing adc(ress, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF POR'I' WORTH Aledo Adiddle School ;�2 Addition STANDARD CI"fY CONDfTIONS— DGVLLOPER nWARDLD VROJLCTS CPN l03/l9 Revised January 31, 2012 POWER OF ATTORNEY aona# HSHNSU0793041 HARCO NATIONAL INSURANCE COMPANY INTERNATIONAL FIDELITY INSURANCE COMPANY Member companies of IAT Insurance Group, Headquartered: 702 Oberlin Road, Raleigh, North Carolina 27605 KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of the State of Illinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and having their principal offices located respectively in the cities of Rolling Meadows, Illinois and Newark, New Jersey, do hereby constitute and appoint RICK CLEMENTS, TRACY VELASQUEZ, LAUREN LANE, CORY B. BENTLEY, ROBERT B. BENTLEY Amarillo, TX their true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and olher writings obligatory in the nature thereof, which are or may be allowed, required or permilted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of ihese presents, shall be as binding upon the said HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by their regularly elected offcers at their principal offices. This Power of Atlorney is executed, and may be revoked, pursuant to and by authority of the Qy-Laws of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authority of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 and by the Board of Directors of HARCO NATIONAL INSURANCE COMPANY at a meeting held on the 13th day of December, 2018. "RESOLVED, that (1) the Chief Executive Officer, President, Executive Vice President, Senior Vice President, Vice President, or Secretary of ihe Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys-in-Fact or agenls with power and authority as defined or limited in their respective powers of attorney, and to execute on behalf of lhe Corporation and affix the Corporation's seal thereto, bonds, undeRakings, recognizances, contracls of indemnity and other written obligations in the nature thereof or related ihereto; and (2) any such Officers of the Corporaiion may appoint and revoke the appointments of joint-control custodians, agenls for accepiance of process, and Attorneys-in-fact with authority to execute waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond, undertaking, recognizance, contract of indemnity or olher wrilten obligation in the nature thereof or related thereto, such signalure and seals when so used wheiher heretofore or hereafter, being hereby adopted by the Corporation as lhe original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed." IN WITNESS WHEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY have each executed and altested these presents on this 31 st day of December, 2019 ,• �pJ- �N 5 U/J�.t,,'•. ;` O�:' pp�O/tq � (1': : 1��: GO !'�•.. f� _ . �: ._�: � z � SEAL ; � _ : o '�. , � o ,s : - �,v�d ��LittO�`',.•�a��,. y'��, r \p�GiiY /psG r ��Q��' �y o �' SEAL �" � ,.. y 1904 r� �� c�,JERS�'a�0 d�fh'/r}��a STATE 01= NEW JERSEY STATE OF ILLINOIS County of Essex County of Cook ��,�-- C/�` Kenneth Chapman Executive Vice President, Harco National Insurance Company and International Fidelity Insurance Company On this 31st day of December, 2Q19 , before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seals a�xed to said inslrument are the Corporate Seals of said Companies; that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. ``�� f,,,, �. ��E A, p�,: ` �, ,......, � : �Q';'cm.e`v.°v,v, � . � � :'� �OTqR`. N'•, � � . � � �� ' - :,`yAUBL�4 ��: _ �' S00199� .•; `: i ti�''•......•' � ',, W�eaS �` IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, New Jersey the day and year first above written. �'�°�. Q. Shirelle A. Outley a Notary Public of New Jersey My Commission Expires April 4, 2023 CERTIFICATION I, the undersigned officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify thai I have compared the foregoing copy of the Power of Attorney and affdavit, and the cr,py of the Sections of the By-Laws of said Companies as set forth in said Power of Attorney, with lhe originals on file in the home offce of caid cornpanie�, and ?hat the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attomey has not bee�i revokeu and is n�,:+ ir full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand on this day, June 05, 2.021 A02200 �� '� Irene Martins, Assistant Secretary IMPORTANT NOTICE To obtain information or malce a complaint: You may contact Harco National lnsurance Company at: 1-800-333-4167 You may also write to: Harco National Insurance Company c/o IAT Surety at: Attn: Claims Department One Newarlc Center, 20��' Floor Newark, NJ 07102 You may contact the Texas Department of Insur�nce to obtain information on companies, coverages, rights or complaints at: I -800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 490-1007 Web: www.tdi.texas.Eov E-mail: ConsumerProtection(a�tdi.texas.�ov PREMIUM OR CLAIM DISPUTCS: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insur�nce. ATTACH THIS NOTICG TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document AVISO IMPORTANT� P�ra obtener informacion o para presentar una queja: Usted puede comunicarse con su Harco National [nsurance Company al: 1-800-333-4167 Usted tambien puede escribir a Harco National Insurance Company c/o IAT Surety at: Altn: Claims Department One Ne�varlc Center, 20"' Floor Ne�vark, NJ 07102 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Dep�rtamento de Seguros de Texas: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 490-1007 Web: www.tdi.texas.�ov C-mail: ConsumerProtection(�a,tdi.texas.gov DISPUTAS SOBR� PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AV1S0 A SU FIANZA DE GARANTIA: Este aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. 00 62 I 4- 1 PAYMENT BOND Page 1 oC2 1 2 3 4 5 6 THE STATE OF TEXAS COUNTY OF TARRANT SECTION 00 62 14 Bond No. HSHNSU0793041 PAYMENT BOND § § KNOW ALL BY THCSE PRCSCNTS: § 7 That we, Southern Mechanical Plumbing, Inc. , known as "Principal" herein 8 and Harco National Insurance Company , a Corporate s�n'ety ( or sureties if 9 more than one), duly authorized to do business in the State of Texas, known as "Surety" herein 10 (whether one or more), are held and frmly bound unto the Developer, Aledo Independent School 11 District, authorized to do business in Texas "(Developer"), and the City of Fort Worth, a Texas 12 municipal corporation ("City"), in the penal s�un of One Hundred Ninety Fo�u� Thousand One 13 Dollars and 0/100 ($194,001.001, lawful money of the United States, to be paid in Fort Wocth, 14 Tarrant County, Texas, for the payment of which sum well and truly be made jointly unto the IS Developer and the City as dual obligees, we bind ourselves, o�u� heirs, executors, administcators, 16 successors and assigns, jointly and severally, firmly by these presents: 17 WHGRGAS, Developer and City have entered into an Agreement for the construction of 18 community facilities in the City of Port Worth, by and through a Comm�mity Facilities 19 Agreement, CFA Number CFA20-0149; and 20 WHERCAS, Principal has entered into a certain written Contract with Developer, 21 awarded the 13`�' day of May , 2021 , which Contract is hereby referred to and made a part 22 hereof for all p�u�poses as if fully set forth herein, to furnish all matei•ials, equipment, labor and 23 other accessories as defined by law, in the prosecution of the Work as provided for in said 24 Contract and designated as Aledo Middle School #2 Addi�ion. 25 26 27 28 29 NOW, THCRGFORE, THE CONDITION O� THIS OBLIGAT[ON is such that if Principal shall pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of the Texas Government Code, as amended) in the prosecution of the Work under the Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. 30 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 31 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 32 accordance with the provisions of said statute. CITY OF �ORT WOR"I'li flledo A-liddle Schoo! #2.lddiiion 5"l ANDARD CI"fY CONDI'fIONS — DCVGLOPGR AWARDGD PROIECI'S CPN l03/19 Revised January 31. 2012 0062 14-2 PAYMENT BOND Page 2 of 2 1 IN WITNGSS WHEREOF, the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 9th day of 3 June , �0 21 . 4 ATTCST: (Principal)� r ��2��1Y �t��ts•.► � �wc� SM;+� Witness as to Principal L � �� S �.`.-+-�. PRINCIPAL: Southern Mechanical Plumbin�, Inc. BY: Signature Gary R Shelton, President Name and Title Address: 400 S Aston Dcive Sunn�ale, Tx 75182 SURCTY: Harco National Insurance Com � ---- ATTEST: BY: r�{,�/d�''�-P/!r''� �,�o 'lJ,� Signature (Surety) Secreta�y � � _i�%-�'�L JL`.� /. ./ �� - .. . • - � - 5 6 7 8 9 10 I� Lauren Lane, Attorney-in-Fact Name and Title Address: PO Box 1299 Amarillo, TX 79101 Telephone Number: (806) 468-0400 Note: If signed by an officer of the Surety, there must be on file a certified extract fi�om the bylaws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION CITY Of PORT WORTII flledo �t-lidc�le Scliool �!Z fiddi�ion S'I�ANDARD CITY CONDI"I�IONS—DLVCLOPCR AWARUGD PRO.IL'C"fS CPN l03/l9 Revised.lanuary 31, 2012 POWER OF ATTORNEY Bond# HSHNSU0793041 HARCO NATIONAL INSURANCE COMPANY INTERNATIONAL FIDELITY INSURANCE COMPANY Member companies of IAT Insurance Group, Headquartered: 702 Oberlin Road, Raleigh, North Carolina 27605 KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of the State of Illinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and having their principal offices located respeciively in the cities of Rolling Meadows, Illinois and Newark, New Jersey, do hereby constitute and appoint RICK CLEMENTS, TRACY VELASQUEZ, LAUREN LANE, CORY B. BENTLEY, ROBERT B. BENTLEY Amarillo, TX iheir true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnily and other writings obligatory in the nalure thereof, which are or may be allowed, required or permitted by law, statute, rule, regulalion, contract or olherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon lhe said HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by their regularly elected o�cers at their principal offices. This Power of Attorney is executed, and may be revoked, pursuanl to and by authority of the By-Laws of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authorily of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 and by the Board of Directors of HARCO NATIONAL INSURANCE COMPANY at a meeting held on the 13th day of December, 2018. "RESOLVED, that (1) the Chief Executive OKcer, President, Executive Vice President, Senior Vice President, Vice President, or Secretary of the Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys-in-Fact or agenls with power and authority as defined or limiled in their respective powers of attorney, and to execute on behalf of lhe Corporation and affix the Corporation's seal thereto, bonds, undertakings, recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto; and (2) any such Officers of the Corporation may appoint and revoke the appointments of joint-control custodians, agents for acceptance of process, and Attorneys-in-facl with authority to execute waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporalion and the Corporation's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond, undertaking, recognizance, contract of indemnity or other written obligation in the nature thereof or related thereto, such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon ihe Corporation with the same force and effect as though manually affixed." IN WITNESS WHEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY have each execuied and aitested these presents on this 31 st day of December, 2019 : 'o�'4ory or,��1� �, : � . fi'•. ,•,+ : =z` SEAL ;�: o'•. »o.s : � ", c��'�•'�c,r.a�`' �'aa: . G�� •.....,..•''��a, , � �., \Q�,t,ItY �,yfG � g4Q� 9 ;� O /� y o `' sEa� `" � � ,� t soa �. o y �Y �ERS a3` d �f�'1 r �� STATE OF NEW JERSEY STATE OF ILLINOIS County of Essex County of Cook �� / Kenneth Chapman Execulive Vice President, Harco National Insurance Company and International Fidelity Insurance Company On this 31st day of December, 2019 , before me came ihe individual who executed ihe preceding instrument, to me personally known, and, being by me duly sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies; that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. ��,,, �.��E A, pG•: � � �oc�OTARyo o�� + : :� -.- �� _ `., yQueu° o:' � 500799�.�'y . ti�.' •......•' CG ` / �'��, k' J ER`' � �� •• �„� � �� IN 7ESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at ihe City of Newark, New Jersey the day and year first above written. �� Q. Shirelle A. Outley a Notary Public of New Jersey My Commission Expires April 4, 2023 CERTIFICATION I, lhe undersigned officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and thF, copy of the Sections of the By-Laws of said Companies as set forth in said Power of Attorney, with the originals on file in the home office of said compar�i,�s, and that ihe same are correct transcripts lhereof, and of the whole of lhe said originals, and that the said Power of Atlomey has not been r�.voked an� is r�ow in full force and effect. IN TESTIMONY WHEREOF, I have hereunto sel my hand on this day, June 09, 2(?21 A02200 �� !.� Irene Martins, Assistant Secretary IMPORTANT NOTIC� To obtain information or make a complaint: You may contact Harco National [nsurance Company at: 1-800-333-4167 You may also write to: Harco National Insurance Company c/o IAT Surety at: Attn: Claims Department One Newark Center, 20�'' Floor Ne�vark, NJ 07102 You may contact the Texas Deparhnent of Insurance to obtain information on companies, cover�ges, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Fax: (512) 490-1007 Web: www.tdi.texas.�ov E-maiL• ConsumerProtection(a�tdi.texas.�ov PRGMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the �gent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICG TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document. AVISO IMPORTANTE Para obtener informacion o para presentar una queja: Usted puede comunicarse con su Harco IVational Insurance Company al: 1-800-333-4167 Usted tambien puede escribir a Harco National Insurance Company c/o IAT Surety at: Attn: Claims Department One Newark Center, 20"' Floor Newark, NJ 07102 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas �I: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. O. [3ox 149104 Austin, TX 78714-9104 Fax: (512) 490-1007 Web: w�vw.tdi.texas.�ov E-mail: ConsumerProtection(�a,tdi.texas.Eov DISPUTAS SOBRE PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarse con el departamento (TDI). UNA ESTE AVISO A SU FIANZA DE CARANTIA: Cste aviso es solo para proposito de informacion y no se convierte en parte o condicion del documento adjunto. 006219-1 MAINTENANCE BOND �� 1 oe3 1 2 3 4 5 6 7 8 9 10 SECTION 00 62 19 Bond No. HSHNSU0793041 MAINTENANCE BOND THE STATG OF TEXAS § § KNOW ALL BY THCSE PRESCNTS: COUNTY OF TARRANT § That we, Southecn Mechanical PlumUin ,� lnc. , known as "Principal" herein and Harco National Insurance Company , a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Aledo Independent School District, 1 1 authorized to do Uusiness in Texas ("Developer") and the City of �ort Worth, a Texas municipal 12 corporation (`City"), in the sum of One Hundred Ninety Four Thousand One Dollars and 0/100 13 ($194,001.00), lawful money of the United States, to be paid in Fort Worth, Tarrant County, 14 Teaas, 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 17 18 19 20 successors and assigns, jointly and severally, firmly by these presents. WHGREAS, Developer and City have enteced into an Agreement for the construction of community facilities in the City of Foct Woi�th by and illl'OUgII a Community �acilities Agreement, CFA Number CPA20-0149; and 21 WHCREAS, the Principal has entered into a certain written contract with the Developer 22 awarded the 13`�' day of Ma�, 20 21 , which Contract is hereby referred to and a made part 23 hereof for all purposes as if ftilfy set forth herein, to furnish all matecials, equipment labor and 24 other accessories as defined by law, in the prosecution of the Work, including any Work resulting 25 fi•om a duly atrthorized Change Order (collectively herein, the "Work") as provided for in said 26 Contract and designated as Aledo Middle School #2 Addition; and 27 28 29 30 31 32 WHERGAS, 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 fi�ee fi�om defects in materials or workmanship for and ducing the period of two (2) years after the date of Final Acceptance of the Worl< by the City ("Maintenance Period"); and CITY OC' FORT WORTH Aledo Middle School #2 Addirio�� STANDARD CI"I'Y CONDITIONS — DGV�LOPLR AWARDL'D PROJGC'�S CPN 1031 /9 Re��ised Janua�� 31, 2012 00 62 19 - 2 MAINTENANCC BOND Page 2 of 3 1 2 3 4 5 6 7 8 9 10 I1 12 13 14 15 16 17 18 19 20 21 22 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon receiving notice fi-om the Developer and/or City of the need thereof at any time within the Maintenance Period. NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy any defective Work, for which timely notice was provided by Developer or City, to a completion satisfactoiy to the City, then this obligation shall become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVCR, 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 reconstcucted with all associated costs thereof being borne by the Principal and the Surety �u�der this Maintenance Bond; and PROVIDCD FURTHCR, 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 FURTIiCR, that this obligation shall be continuous in nature and successive recoveries may be had hereon for successive breaches. CITY OP I�ORI' WORTI I �Iledo dliddle Scl�oo/ #2 �Iddi�io�� STANDARD CI"l�Y CONDITIONS—DL.VCLOPGR AWARDLD PROJI�C"I�5 CPN 1031I9 Revised .lanuary 31, 2012 006219-3 MAINTENANCE BOND Page 3 of 3 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 as 26 27 28 29 30 31 32 , 3� 34 35 36 37 38 39 40 41 42 43 IN WITNESS WHERCOF, the Principal and the Sucety have each SIGNED and SEALED this instrument by duly authorized agents and offcers on this the 9th day of June , �021 . PRINCIPAL: Southern Mechanical Plumbin�, Inc. [3Y: Sigi�ature ATTEST: (Principal) Se�a ar / ✓��'H✓ �y'�Tt.�t �1�� ►'ti1.. if'� Witness as to Principal [ � w a � S M �'�'{�_ Gary R Shelton, President Name and Title Address: 400 S Aston Drive Sunnvvale, Tx 75182 SURETY: Harco National Insurance Company r ---- BY: �'`��`'� � .. �� Signature ATTES�': Lauren Lane, Attorney-in-Fact Name and Title Address: PO Box 1299 (Surety) Secreta�y ` � Amarillo, TX 79101 I 806 468-0400 Wrtne as to Surety Telephone Number: ( ) 'kNote: If signed by an officec 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 Sucety'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 Aledo 49iddle School it2 Addition STANDARD CITY CONDITIONS — DL-VCLOI'LR AWARDED PROJEC"rS CPN l03/l9 Revised J�nuary 31, 2012 P OW E R O F ATT O R N EY Bo�a # HSHNSU0793041 HARCO NATIONAL INSURANCE COMPANY INTERNATIONAL FIDELITY INSURANCE COMPANY Member companies of IAT Insurance Group, Headquartered: 702 Oberlin Road, Raleigh, North Carolina 27605 KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of the State of Illinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and having their principal offices located respectively in the cilies of Rolling Meadows, Illinois and Newark, New Jersey, do hereby constitute and appoint RICK CLEMENTS, TRACY VELASQUEZ, LAUREN LANE, CORY B. BENTLEY, ROBERT B. BENTLEY Amarillo, TX their true and law(ul altorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracis of indemnity and other wrilings obligatory in ihe naiure thereof, which are or may be allowed, required or permitted by law, statule, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presenls, shall be as binding upon ihe said HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by their regularly elecled officers at their principal offices. This Power of Attorney is executed, and may be revoked, pursuant to and by authority of the By-Laws of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authority of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 and by the Board of Directors of HARCO NATIONAL INSURANCE COMPANY at a meeting held on the 13th day of December, 2018. "RESOLVED, that (1) the Chief Executive Officer, President, Executive Vice President, Senior Vice President, Vice President, or Secrelary of ihe Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys-in-Fact or agents with power and authority as defined or limited in their respective powers of attorney, and to execute on behalf of the Corporation and affix the Corporation's seal thereto, bonds, undertakings, recognizances, contracts of indemnity and other written obligalions in the nature thereof or related ihereto; and (2) any such Officers of the Corporation may appoint and revoke the appointments of joint-control custodians, agents for acceptance of process, and Atiorneys-in-fact with authority to execute waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond, undertaking, recognizance, contract of indemnity or olher wriiten obligation in the nature thereof or related thereto, such signature and seals when so used whether heretofore or hereafler, being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation wilh the same force and effect as though manually affixed." IN WITNESS WIIEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY have each executed and attesled these presents on this 31 st day of December, 2019 , ,��s�, : �� a.�� a � J'?.r�,n : :��':�4 F�'.¢, : .z: $EAL ':c�= ;a= : o'•., �an,� : .: �.Jb�''��L1ttQ�'.'��b ; L.�y'• , * . '��a ,�o�,�,tTr �,ys� i �4Q��" 9� a �' SEAL `" M � y 1904 �. O y `�riE�s a� ��1N1 r b�a STATE OF NEW JERSEY STATE OF ILLINOIS County of Essex County of Cook C/�i`�'~ Kenneth Chapman Executive Vice President, Harco National Insurance Company and International Fidelity Insurance Company On this 31st day of December, 2019 , before me came the individual who executed ihe preceding instrument, to me personally known, and, being by me duly sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies; thai the said Corporate Seals and his signaiure were duly a�xed by order of lhe Boards of Direclors of said Companies. `��, � u i , �,,,. ;.` ��@ A. pG•: � �Q��•• ..E'v�o�. v.r! �: �� ;�� c��T'4yL o�•�d' _.� �._ ::__._� _ '. �'Of/6L�G,0:.. ` '?Fw �,i eas��'� ` ''�ri��`� IN TESTIMONY WHEREOF, I have hereunio set my hand aifixed my Official Seal, at the City of Newark, New Jersey the day and year frst above written. �'�� Q. Shirelle A. Outley a Notary Public of New Jersey My Commission Expires April 4, 2023 CERTIFICATION I, the undersigned officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the cop� of the Sections of the By-Laws of said Companies as set forth in said Power of Attorney, with the originals on file in lhe home office of said compar�ies, and that the same are correct transcripts thereof, and of the whole of lhe said originals, and that the said Power of Attorney has not benri revoked and is now in full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand on this day, Jur.�� 09, .'_02.1 A02200 �i�c.x",�i /�� "�--- Irene Martins, Assistant Secretary IMPORTANT NOTICE To obtain information or malce a complaint: You may contact Harco National Insurance Company a t: 1-800-333-4167 You may also write to: Harco National Insurance Company c/o IA7' Surety at: Attn: Claims Department One Newarlc Center, 20"' Floor Newark, NJ 07102 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 lnsurance: P. O. liox 149104 Austin, TX 78714-9104 Fax: (512) 490-1007 Web: www.tdi.texas.�i G-mail: ConsumerProtection(�a,tdi.texas.�ov PREMIUM OR CLAIM DISPUTCS: Should you have a dispute concerning your premium or about a claim you should contact the agent or the company first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICG TO YOUR BOND: This noticc is for information only and does not become a part or condition of the �ttached document. AVISO IMPORTANTE Para obtener informacion o para presentar una queja: Usted puede comunicarse con su Harco National lnsurance Company al: 1-800-333-4167 Usted tambien puede escribir a Harco National Insurance Company c/o IAT Surety at: Attn: Claims Department One Newark Center, 20'�' Floor Newark, NJ 07102 Puede comunicarse con el Departamento de Seguros de Texas para obtener informacion acerca de companias, coberturas, derechos o quejas al: 1-800-252-3439 Puede escribir al Departamento de Seguros de Texas: P. O. Box 144104 Austin, TX 78714-9104 Fax: (512) 490-1007 Web: w�vw.tdi.tex�s.�ov E-mail: ConsumerProtection(a�tdi.texas.Qov DISPUTAS SOBRG PRIMAS O RECLAMOS: Si tiene una disputa concerniente a su prima o a un reclamo, debe comunicarse con el agente o la compania primero. Si no se resuelve la disputa, puede entonces comunicarsc con el departamento (TDI). UNA ESTG AVISO A SU FIANZA DE GARANTIA: Este aviso es solo para proposito de informacion y no se convierte en 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 Aledo Middle School #2 Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN 103119 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 Aledo Middle School #2 Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN 103119 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 Aledo Middle School #2 Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – Developer Awarded Projects CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 DAP CONSTRUCTION STAKING AND SURVEY Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Aledo Middle School #2 Addition CPN 103119 Revised April 7, 2014 SECTION 01 71 23 CONSTRUCTION STAKING AND SURVEY PART 1 - GENERAL 1.1 SUMMARY A.Section Includes: 1. Requirements for construction staking and construction survey 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. Construction Staking a.Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 2. Construction Survey a.Measurement 1) This Item is considered subsidiary to the various Items bid. b. Payment 1) The work performed and the materials furnished in accordance with this Item are subsidiary to the various Items bid and no other compensation will be allowed. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A.Submittals, if required, shall be in accordance with Section 01 33 00. B.All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A.Certificates 1. Provide certificate certifying that elevations and locations of improvements are in conformance or non-conformance with requirements of the Contract Documents. a.Certificate must be sealed by a registered professional land surveyor in the State of Texas. 01 71 23 - 2 DAP CONSTRUCTION STAKING AND SURVEY Page 2 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Aledo Middle School #2 Addition CPN 103119 Revised April 7, 2014 B.Field Quality Control Submittals 1. Documentation verifying accuracy of field engineering work. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A.Construction Staking 1. Construction staking will be performed by the City. 2. Coordination a.Contact City’s Project Representative at least 2 weeks in advance for scheduling of Construction Staking. b.It is the Contractor’s responsibility to coordinate staking such that construction activities are not delayed or negatively impacted. 3. General a.Contractor is responsible for preserving and maintaining stakes furnished by City. b. If in the opinion of the City, a sufficient number of stakes or markings have been lost, destroyed or disturbed, by Contractor’s neglect, such that the contracted Work cannot take place, then the Contractor will be required to pay the City for new staking with a 25 percent markup. The cost for staking will be deducted from the payment due to the Contractor for the Project. B.Construction Survey 1. Construction Survey will be performed by the City. 2. Coordination a.Contractor to verify that control data established in the design survey remains intact. b. Coordinate with the City prior to field investigation to determine which horizontal and vertical control data will be required for construction survey. c.It is the Contractor’s responsibility to coordinate Construction Survey such that construction activities are not delayed or negatively impacted. d. Notify City if any control data needs to be restored or replaced due to damage caused during construction operations. 1) City shall perform replacements and/or restorations. 3. General a.Construction survey will be performed in order to maintain complete and accurate logs of control and survey work as it progresses for Project Records. b. The Contractor will need to ensure coordination is maintained with the City to perform construction survey to obtain construction features, including but not limited to the following: 1) All Utility Lines a)Rim and flowline elevations and coordinates for each manhole or junction structure 2) Water Lines a)Top of pipe elevations and coordinates for waterlines at the following locations: (1) Every 250 linear feet 01 71 23 - 3 DAP CONSTRUCTION STAKING AND SURVEY Page 3 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Aledo Middle School #2 Addition CPN 103119 Revised April 7, 2014 (2) Horizontal and vertical points of inflection, curvature, etc. (All Fittings) (3) Cathodic protection test stations (4) Sampling stations (5) Meter boxes/vaults (All sizes) (6) Fire lines (7) Fire hydrants (8) Gate valves (9) Plugs, stubouts, dead-end lines (10) Air Release valves (Manhole rim and vent pipe) (11) Blow off valves (Manhole rim and valve lid) (12) Pressure plane valves (13) Cleaning wyes (14) Casing pipe (each end) b) Storm Sewer (1) Top of pipe elevations and coordinates at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. c)Sanitary Sewer (1) Top of pipe elevations and coordinates for sanitary sewer lines at the following locations: (a) Every 250 linear feet (b) Horizontal and vertical points of inflection, curvature, etc. (c) Cleanouts c.Construction survey will be performed in order to maintain complete and accurate logs of control and survey work associated with meeting or exceeding the line and grade required by these Specifications. d. The Contractor will need to ensure coordination is maintained with the City to perform construction survey and to verify control data, including but not limited to the following: 1) Established benchmarks and control points provided for the Contractor’s use are accurate 2) Benchmarks were used to furnish and maintain all reference lines and grades for tunneling 3) Lines and grades were used to establish the location of the pipe 4) Submit to the City copies of field notes used to establish all lines and grades and allow the City to check guidance system setup prior to beginning each tunneling drive. 5) Provide access for the City to verify the guidance system and the line and grade of the carrier pipe on a daily basis. 6) The Contractor remains fully responsible for the accuracy of the work and the correction of it, as required. 7) Monitor line and grade continuously during construction. 8) Record deviation with respect to design line and grade once at each pipe joint and submit daily records to City. 9) If the installation does not meet the specified tolerances, immediately notify the City and correct the installation in accordance with the Contract Documents. 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 01 71 23 - 4 DAP CONSTRUCTION STAKING AND SURVEY Page 4 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Aledo Middle School #2 Addition CPN 103119 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 APPLICATION 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A.It is the Contractor’s responsibility to maintain all stakes and control data placed by the City in accordance with this Specification. B.Do not change or relocate stakes or control data without approval from the City. 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 74 23 - 1 DAP CLEANING Page 1 of 4 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS – DEVELOPER AWARDED PROJECTS Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 Aledo Middle School #2 Addition CPN 103119 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 CITY OF FORT WORTH Aledo Middle School #2 Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103119 Revised July 1, 2011 APPENDIX GC-4.02 Subsurface and Physical Conditions GR-01 60 00 Product Requirements CITY OF FORT WORTH Aledo Middle School #2 Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103119 Revised July 1, 2011 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY BLANK GEOTECHNICAL EXPLORATION ALEDO MIDDLE SCHOOL NO. 2 16250 Old Weatherford Road Aledo, Texas ALPHA Report No. W201529-rev1 October 27, 2020 Prepared for: ALEDO INDEPENDENT SCHOOL DISTRICT 1008 Bailey Ranch Road Aledo, Texas 76008 Attention: Mr. Tyler Boswell Prepared By: Geotechnical Construction Materials Environmental TBPE Firm No. 813 5058 Brush Creek Road Fort Worth, Texas 76119 Tel: 817-496-5600 Fax: 817-496-5608 www.alphatesting.com Dallas • Fort Worth • Houston • San Antonio October 27, 2020 Aledo Independent School District 1008 Bailey Ranch Road Aledo, Texas 76008 Attention: Mr. Tyler Boswell Re: Geotechnical Exploration Aledo Middle School No. 2 16250 Old Weatherford Road Aledo, Texas ALPHA Report No. W201529-rev1 Attached is the report of the geotechnical exploration performed for the project referenced above. This study was authorized by Mr. Earl H. Husfeld on July 7, 2020 using Aledo Independent School District P.O. Number 006364 and performed in accordance with ALPHA Proposal No. 77630-rev2 dated June 15, 2020. The purpose of this revision is to provide supplemental information from additional pilot hole borings drilled on the building pad to verify the depth of the limestone. In addition, supplemental borings were drilled for a planned retaining wall which was relocated from the northwest corner of the site to the southeast of the planned building. This additional work was authorized by Mr. Tyler Boswell on October 1, 2020 and performed in accordance with ALPHA Proposal No. 77630-1 dated October 1, 2020. This report contains results of field explorations and laboratory testing and an engineering interpretation of these with respect to available project characteristics. The results and analyses were used to develop geotechnical recommendations to aid in design of foundations and pavement. ALPHA TESTING, INC. appreciates the opportunity to be of service on this project. If we can be of further assistance, such as providing the final geotechnical exploration, please contact our office. Sincerely, ALPHA TESTING, INC. October 27, 2020 Karina Cohuo Brian J. Hoyt, P.E. Geotechnical Project Manager Geotechnical Department Manager BJH/kc Copies: (1-PDF) Client TABLE OF CONTENTS ALPHA REPORT NO. W201529-REV1 PURPOSE AND SCOPE .................................................................................................... 1 PROJECT CHARACTERISTICS ...................................................................................... 1 FIELD EXPLORATION .................................................................................................... 2 LABORATORY TESTS .................................................................................................... 3 GENERAL SUBSURFACE CONDITIONS ...................................................................... 3 DESIGN RECOMMENDATIONS .................................................................................... 4 6.1 Drilled, Straight-Shaft Piers .................................................................................... 5 6.2 Grade Supported Floor Slab.................................................................................... 7 6.3 Below-Grade Floor Slab – Elevator Pit .................................................................. 8 6.4 Area Flatwork ......................................................................................................... 8 6.4.1 Subgrade Improvement Using Moisture Conditioning ............................... 9 6.5 Slab-on-Grade Foundations for Tennis Courts ..................................................... 10 6.5.1 Post-Tensioning Institute, Design of Post-Tensioned Slab-on-Grade ........................................................................................... 11 6.6 Sports Field and Running Track ........................................................................... 11 6.7 Lateral Earth Pressures for Site Retaining Walls .................................................. 11 6.8 Site Retaining Wall Foundations .......................................................................... 12 6.9 Seismic Considerations ......................................................................................... 13 6.10 Area Pavement ...................................................................................................... 13 6.10.1 Pavement Subgrade Preparation.............................................................. 14 6.10.2 Portland Cement Concrete (PCC) Pavement .......................................... 15 6.11 Corrosion Test Results and Summary................................................................... 15 6.12 Drainage and Other Considerations ...................................................................... 16 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES........................... 17 7.1 Site Preparation and Grading ................................................................................ 17 7.2 Foundation Excavations ........................................................................................ 18 7.3 Fill Compaction .................................................................................................... 19 7.4 Utilities .................................................................................................................. 20 7.5 Groundwater ......................................................................................................... 21 LIMITATIONS ................................................................................................................. 21 APPENDIX A-1 Methods of Field Exploration Boring Location Plan – Figure 1 B-1 Methods of Laboratory Testing Swell Test Results – Figure 2 Resistivity Test Results – Figures 3A and 3B pH Test Results – Figure 4 Logs of Borings Key to Soil Symbols and Classifications ALPHA Report No. W201529-rev1 1 PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, INC. (ALPHA) to evaluate for the Aledo Independent School District (Client) some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of appropriate geotechnical design parameters for the proposed construction. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed across the expanse of the site. Engineering analyses were performed from results of the field exploration and results of laboratory tests conducted on representative samples. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed from information obtained in test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the va riability of subsurface materials and conditions that are present on the site. The nature and extent of variations between borings may not become evident until construction. If significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on-site observations and possibly other tests. PROJECT CHARACTERISTICS It is proposed to construct a new middle school campus with a main building, running track and sports field, tennis courts and pavement for associated parking and drives. An MSE retaining wall with a height of up to 10 ft and length of up to 300 ft is planned southeast of the building. The site is located at 16250 Old Weatherford Road in Aledo, Texas. A site plan illustrating the general outline of the property is provided as Figure 1, the Boring Location Plan, in the Appendix. At the time the field exploration was performed, the site consisted of an undeveloped tract of land with scattered trees. A creek running northeast-southwest is located in the vicinity of the proposed retaining wall. No information regarding previous development in the project area was provided to us. Review of grading plans provided by TNP, Inc. (Job No. 10865-01-01, Sheet No. C1.18 Dated August 3, 2020) indicate the site generally slopes down towards the east about 33 ft (Appx. Elev. 903 ft to Elev. 870 ft). These grading plans also indicate the building pad and the track and field will require fills of up to 15 ft to achieve final grade. Cuts of up to 1 ft and fills of up to 4 ft are planned in the tennis courts. Wall profile plans for the previously described retaining wall provided by TNP, Inc. (Job No. 01865-01-01, Sheet No. C2.0 Dated August 3, 2020) indicate a retaining wall with a height up to 10 ft is planned southeast of the building. ALPHA Report No. W201529-rev1 2 We understand maximum column loads will be 400 kips. A below grade slab will be required for the planned elevator. The referenced grading plans indicate fills in the building pad will vary from 0 ft to 15 ft to achieve the finished floor elevations of 890 ft to 892 ft. After reviewing the project characteristics and discussions with the project architect and design team, we expect the building can be supported with drilled piers and have a grade supported floor slab designed for about ½ inch of post construction movement. We understand the proposed track and field turf will be designed for about 1 inch of post construction seasonal movement. Pavement for the project will consist of portland cement concrete (PCC). Recommendations for lateral earth pressures and allowable bearing pressures for site retaining walls are provided herewith. However, global stability analyses of retaining walls and/or slopes are outside the scope of this study. Since some of the MSE wall planned southeast of the building will bear on fill material, we recommend a global stability analysis be performed on the wall. Based on email correspondence with the wall designer (TNP, Inc.), we understand the wall designer will perform a global stability analyses of site retaining walls. FIELD EXPLORATION Subsurface conditions on the site were explored by drilling a total of 29 test borings and 14 pilot holes (Borings 28 through 41). Table A contains a summary of borings, depths and associated structures. TABLE A Boring Locations and Depth Summary Structure Boring Nos. Boring Depths (ft) Building1 1 and 2 50 3, 4 and 5 40 6 30 7 25 8 20 Track and Field 9 through 12 20 15, 16 and 17 15 Tennis Courts 13 and 14 20 Parking Lots and Drives 18 through 24 5 Retaining Wall (northwest corner of property) 25, 26 and 27 20 ft Pilot Holes to verify limestone depths in building pad 28 through 41 10 ft Retaining Wall (southeast corner of property) 42 and 43 20 ft 1The building borings were planned to a depth of 50 ft but some were terminated at shallower depths due to auger refusal on hard rock. The test borings were performed in general accordance with ASTM D 420 using standard rotary drilling equipment. The approximate location of each test boring is shown on the Boring Location Plan, Figure 1, enclosed in the Appendix. Details of drilling and sampling operations are briefly summarized in Methods of Field Exploration, Section A-1 of the Appendix. ALPHA Report No. W201529-rev1 3 Subsurface types encountered during the field exploration are presented on the Log of Boring sheets (boring logs) included in the Appendix. The boring logs contain our Field Technician's and Engineer's interpretation of conditions believed to exist between actual samples retrieved. Therefore, the boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing information for foundation design and earthwork construction. A brief description of testing procedures used in the laboratory can be found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results are presented on the Log of Boring sheets or summary data sheets enclosed in the Appendix. GENERAL SUBSURFACE CONDITIONS Based on geological atlas maps available from the Bureau of Economic Geology, published by the University of Texas at Austin, the project site mostly lies within the undivided Goodland Limestone and Walnut Clay formation with the Kiamichi formation encroaching into the southern area of the site. These geological formations generally consist of limestone with marly (limey shale) seams and layers. The residual overburden clay soils in these formations are typically characterized by moderate to high shrink/swell potential. Subsurface conditions can be highly variable at geological interfaces. Building Borings and Pilot Holes (Borings 1 through 8 and 28 through 41) Subsurface conditions encountered for the building in Borings 1 through 8 generally consisted of clay to depths of about 1 ft to 5 ft below the ground surface underlain by tan limestone to depths of about 10 ft to 18 ft. Gray limestone was then encountered extending to the termination depths of the borings (20 ft to 50 ft). Subsurface conditions encountered in the pilot holes (Borings 28 through 41) generally consisted of clay to depths of about 1 ft to 5 ft below the ground surface underlain by weathered limestone and/or limestone extending to the 10 ft termination depth of the borings. Track and Field and Tennis Court Borings (Borings 9 through 12. 15, 16 and 17) Subsurface conditions encountered in Borings 9 through 12, 15, 16 and 17 (track and field area) generally consisted of clay to depths of about 2 ft to 10 ft below the ground surface underlain by limestone extending to the 15 ft or 20 ft termination depth of the borings. Subsurface conditions encountered in Borings 13 and 14 (tennis court borings) generally consisted of clay to a depth of about 2 ft below the ground surface underlain by limestone extending to the 20 ft termination depth of the borings. Pavement Borings (Borings 18 through 24) Subsurface conditions encountered in Borings 18, 22, 23 and 24 generally consisted of clay extending to the 5 ft termination depth of the borings. Subsurface conditions encountered in Borings 19, 20 and 21 generally consisted of clay to depths of about 1 ft to 3 ft underlain by limestone extending to the 5 ft termination depth of the borings. ALPHA Report No. W201529-rev1 4 Retaining Wall Borings – Northwest Corner (Borings 25, 26 and 27) Note: this wall location was moved southeast of the building. See information from Borings 42 and 43 in the following paragraph. Subsurface conditions encountered in Borings 25, 26 and 27 (retaining wall borings) generally consisted of clay to a depth of about 2 ft below the ground surface underlain by limestone extending to the 20 ft termination depth of the borings. Retaining Wall Borings – Southeast Corner (Borings 42 and 43) Subsurface conditions encountered in Boring 42 generally consisted of limestone extending to the 20 ft termination depth of the boring. Subsurface conditions encountered in Boring 43 generally consisted of clay to a depth of about 1 ft below the ground surface underlain by limestone extending to the 20 ft termination depth of the boring. More detailed stratigraphic information is presented on the Log of Boring sheets. Most of the materials encountered in the borings are considered relatively impermeable and are expected to have a relatively slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. The groundwater level at the site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions and subsurface drainage characteristics. Free groundwater was encountered on drilling tools during drilling in Borings 16 and 17 at a depth of about 7 ft below the ground surface. These borings were dry upon completion. No free groundwater was observed in the remaining borings. However, it is common to encounter seasonal groundwater from natural fractures within the clayey matrix, at the soil/rock (limestone) interface or from fractures in the rock, particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further details concerning subsurface materials and conditions encountered can be obtained from the Boring Logs provided in the Appendix. DESIGN RECOMMENDATIONS The following design recommendations were developed on the basis of the previously described Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). Should the project criteria change, our office should conduct a review to determine if modifications to the recommendations are required. The following design criteria were developed based on cuts and fills depicted on the referenced grading plans or as discussed in Section 2.0. Cutting or filling on the site other than shown on the referenced grading plans or discussed in Section 2.0 can alter the recommended design parameters. Therefore, it is recommended our office be provided with a copy of final grading plans to verify appropriate design parameters are utilized for final design. ALPHA Report No. W201529-rev1 5 6.1 Drilled, Straight-Shaft Piers Our findings indicate the structural frame and walls of the building could be supported using a system of drilled, straight-shaft piers bearing at least 5 ft tan or gray limestone. Tan limestone was encountered at depths of about 1 ft to 5 ft below the ground surface in Borings 1 through 8 in the building area. Gray limestone was encountered at depths of about 10 ft to 18 ft in these borings. Deeper penetrations will be required to develop sufficient skin friction and/or uplift resistance. Allowable end bearing and skin friction parameters are provided in Table B. Groundwater was encountered in Borings 16 and 17 at a depth of about 7 ft below the ground surface. Casing could be required to control groundwater. Several of the borings drilled in the building pad area were terminated shallower than the planned depths due to auger refusal on hard limestone. In several cases, the rock teeth on the drill bit melted. Rock teeth and/or core barrels will be required to penetrate this limestone and we expect the limestone will be very difficult to penetrate in some areas. Test piers should be performed outside the building pad area, or inside the building pad between planned pier locations, prior to construction to verify constructability of drilled piers and groundwater levels. TABLE B Allowable End Bearing and Skin Friction Parameters Bearing Stratum Allowable End Bearing (ksf)1 Skin Friction in Compression (ksf)1 Skin Friction in Uplift Resistance (ksf) At least 5 ft into Tan Limestone (neglecting upper 5 ft) 30 4.5 3.8 Gray Limestone 40 7.0 6.0 1Skin friction should be neglected in the upper 5 ft of tan limestone and above the bottom of temporary casing. At least two (2) pier shaft diameters should remain between the bottom of the pier and the termination depth of our deepest boring (about 50 ft below existing grade) to use the allowable end bearing parameters. If the minimum clearance between the bottom of the pier and the deepest boring is not provided, piers should be designed as friction piers, neglecting end bearing. In no case should piers bear deeper than the deepest boring (about 50 ft below the existing ground surface). Deeper borings will be required to verify the bearing stratum below 50 ft if deeper piers are planned. The minimum clear spacing between piers should be at least two (2) pier shaft diameters, based on the larger pier, to develop the full load carrying capacity from skin friction. The allowable skin friction should be reduced by 50 percent for piers with adjacent touching edges. The allowable skin friction can be interpolated between 100 percent and 50 percent for piers spaced between two (2) pier shaft diameters and piers with adjacent touching edges. ALPHA Report No. W201529-rev1 6 The allowable bearing pressures in Table B have a factor of safety of at least 3 and the skin friction values have a factor of safety of at least 2. Normal elastic settlement of piers under loading is estimated at less than about ½ inch. Each pier should be sufficiently embedded into the bearing stratum and should be designed with full length reinforcing steel to resist the uplift pressure (soil-to-pier adhesion) due to potential soil swell along the shaft from post construction heave and other uplift forces applied by structural loadings. The magnitude of uplift adhesion due to soil swell along the pier shaft cannot be defined accurately and can vary according to the actual in-place moisture content of the soils during construction. It is estimated the average uplift adhesion will not exceed about 2.2 kips per sq ft. This soil adhesion is approximated to act uniformly over the portion of the pier shaft in contact with clay soils to a maximum depth of 12 ft below the ground surface, or to the top surface of limestone, whichever is encountered first. A reduced uplift adhesion of 1.0 kips per sq ft can be used for moisture conditioned soils in contact with piers. Uplift adhesion can be neglected over any portion of the pier shaft in contact with non-expansive fill. Table C contains L-PILE design parameters for design of lateral resistance of drilled piers. Lateral resistance should be neglected within 6 ft of final grade due to potential soil shrinkage and/or disturbance. TABLE C Design Parameters for L-PILE Material Clay Deeper than 6 ft Below Final Grade Tan Limestone Gray Limestone L-Pile p-y Model Stiff clay Weak rock Weak rock Effective Unit Weight (γ), pci 0.069 0.078 0.080 Undrained Cohesion (c), psi 5.0 - - Rock Uniaxial Compressive Strength (qu), psi - 250 330 Rock Mass Modulus (Er), psi - 25,000 3,000 Rock Quality Designation (RQD)1, % - 60-80 70-90 Rock Strain Factor (krm) - 0.0005 0.0001 1 Rock Quality Designation (RQD) is based on our area experience and the results of the field exploration. If subgrade improvement is performed in the building pad to reduce movements to about ½ inch as discussed in Section 6.2, a void space is not required below the grade beams and the grade beams can be earth formed. ALPHA Report No. W201529-rev1 7 6.2 Grade Supported Floor Slab Our findings indicate soil-related potential seasonal movements of the floor slab could be up to about 6 inches due to shrinking and swelling of active clay soils constructed after grading according to the referenced grading plans, depending on the depth to limestone below final grade. Potential seasonal movements were estimated in general accordance with methods outlined by Texas Department of Transportation (TxDOT) Test Method Tex -124-E, from results of absorption swell tests and engineering judgment and experience. The estimated movements were calculated assuming the moisture content of the in-situ soil within the normal zone of seasonal moisture content change varies between a "dry" condition and a "wet" condition as defined by methods outlined in Texas Department of Transportation Test Method Tex -124-E. Also, it was assumed a 1 psi surcharge load from the floor slab acts on the subgrade soils. Movements exceeding those predicted herein could occur if the existing soils are exposed to an extended dry period, positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface migration from off -site locations. We recommend the building pad be prepared in a manner such as to reduce post construction movement of the floor slab to about ½ inch. Potential movement of the floor slab can be reduced to about ½ inch by removing all clay soils to expose the surface of limestone. Non-expansive fill can then be used to backfill to the final building pad elevation. The type of fill and compaction requirements of non-expansive fill placed in the building pad will vary according to Table D. The floor slab should not bear directly on limestone. At least 6 inches of non-expansive fill should be provided below all areas of the floor slab. Over-excavation of limestone will be required to install this minimum 6 inches of non-expansive fill if limestone is present at the final pad elevation. TABLE D Material and Compaction Requirements of Non-Expansive Fill Below the Floor Slab Depth of Fill Below the Floor Slab2 (ft) Type of Non-Expansive Fill Required1 Minimum Compaction of Fill (standard Proctor ASTM D698) 0 to 8 Select Fill or Flexible Base 95 percent 8 to 15 Flexible Base 100 percent 1Additional material requirements for select fill and flexible base material are provided in Section 7.3. 2Lean concrete should be used below 15 ft in areas where limestone is more than 15 ft below final grade. The depth to limestone is variable across the building pad and the associated fill composition in a given area of the building will vary based on the depth to limestone and the corresponding requirements in Table D. We recommend the top surface of limestone be surveyed once the clay soils are removed from the building pad area. A plan should be provided by either the design team or the contractor which can be used to positively identify and record the depth and location of limestone and apply the associated fill requirements based on Table D. ALPHA Report No. W201529-rev1 8 The non-expansive fill should extend throughout the entire building pad area and below any adjacent flatwork for which it is desired to reduce movements. As a minimum, the non- expansive fill should extend below all flatwork within 5 ft of the building and within 10 ft of building entrances. Please note; if about ½ inch of post construction movement of the floor slab is not acceptable, it will be required to structurally suspend the floor slab above the ground surface. At least 12 inches of void space should be provided between the bottom of a structurally suspended floor slab, or lowest suspended fixture, and top surface of the ground surface. Provisions should be made for (a) adequate drainage of the under-floor space and (b) differential movement of utility lines, including areas where the utility penetrates through the grade beam and/or where the utility penetrates below grade areas. Additional considerations for flatwork adjacent to the building with a structurally suspended floor slab would also apply. Our office should be contacted for further discussion if ½ inch of post construction floor slab movement is not acceptable and detailed recommendations for a suspended floor slab and associated flatwork are desired. 6.3 Below-Grade Floor Slab – Elevator Pit As discussed in Section 2.0, we understand a below grade slab is planned for the elevator pit. A sub-floor drainage system is recommended for below-grade areas. The sub-floor drain system should be situated a minimum 12 inches below the bottom of the slab. The drain system could consist of collector pipes (minimum 4 inches in diameter, perforated and wrapped with filter fabric - Mirafi 140N, or equivalent) in shallow trenches connected to a uniform drainage layer at least 8 inches thick. Spacing of the drain pipes should not exceed 25 ft. The thickness of the drainage layer (if utilized) can be considered as part of the non-expansive material used for improving the subgrade to reduce slab movements. The drainage layer extending from the bottom of the slab should consist of free-draining gravel material with a maximum nominal particle size of 2 inches and not more than 5 percent passing the No. 200 sieve. Gravel meeting the gradation requirements of ASTM C 33 Size No. 57 is an example of a commercially available material suitable for this purpose. The gravel fill should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). The moisture content is not critical for proper compaction of the gravel; however, adding moisture could act as a lubricant, aiding in compaction. If gravity drainage cannot be provided, the sub- floor drainage system should be sloped to drain to suitable sump pits. Multiple sump pumps for redundancy and an emergency power source should be provided. 6.4 Area Flatwork Soil-related potential seasonal movements of flatwork could be about 6 inches similar to floor slabs as discussed in Section 6.2. Subgrade improvement should be performed in accordance with Section 6.2 for flatwork adjacent to the building. Based on conversations with the design team, we understand it is planned to reduce soil-related flatwork movement in selected site areas away from the building (area flatwork) to about 1 inch. Potential movement of area flatwork could be reduced to about 1 inch by placing a minimum 2-ft cap of non-expansive fill between the bottom of the flatwork and the top surface of moisture conditioned soil extending to a depth of 10 ft below the non-expansive fill cap or to the top ALPHA Report No. W201529-rev1 9 surface of limestone, whichever is encountered first. Moisture conditioning is described in Section 6.4.1. Non-expansive fill could consist of select fill, flexible base material or onsite processed rock as described in Section 7.3. In choosing this method of flatwork movement reduction, the Owner is accepting some post construction seasonal movement of the floor slab (about 1 inch). From our experience, flatwork construction could take several months to occur after subgrade improvement is performed. Therefore, the moisture conditioned soils should be covered with plastic sheeting to maintain moisture conditions of the improved soil. Plastic sheeting should be placed between the non-expansive fill cap and the top surface of the improved soils. 6.4.1 Subgrade Improvement Using Moisture Conditioning Movement of flatwork after grading as discussed in Section 2.0 could be reduced to about 1 inch by placing at least 2 ft of non-expansive fill between the bottom of the flatwork and the top surface of moisture conditioned soil extending to a depth of 10 ft below the non-expansive fill cap or to the top surface of limestone, whichever is encountered first. Where limestone is encountered within 8 ft of final grade, the non-expansive fill thickness can be reduced to 1 ft. Non-expansive fill used with moisture conditioning could consist of select fill, flexible base material or onsite processed rock as described in Section 7.3. A plan should be developed prior to construction to positively identify areas where the depth to limestone is less than 8 ft in order to use the reduced 1 ft thick non-expansive fill cap. This plan should be similar to the plan discussed for the building floor slab in Section 6.2. The total recommended depth of improvement extends 12 ft below final grade. However, we expect limestone will be encountered within 12 ft of final grade in some areas. It is not required to over-excavate limestone to install moisture conditioned soils. Moisture-conditioning consists of over-excavating the site soils, then processing and compacting the specified minimum thickness of soil at a “target” moisture content approximated to be at least 5 percent above the material’s optimum moisture content as determined by the standard Proctor method (ASTM D 698). Materials with relatively lower plasticity index values may need to be placed at moisture contents closer to optimum to allow compaction. Any deviation from the minimum 5 percentage points above optimum should be determined by ALPHA during construction. The moisture- conditioned soil, free of debris and any rock fragment greater than 4 inches, should be placed in about 8-inch thick loose lifts and compacted to a dry density of 93 to 97 percent of standard Proctor maximum dry density. Moisture conditioning of the on -site soil should extend throughout the entire flatwork area and at least 5 ft beyond the perimeter of the flatwork. However, non-expansive material should not extend beyond the flatwork limits. A moisture barrier consisting of a minimum of 10 mil plastic sheeting with 8 to 12 inches of soil cover should be provided above the moisture-conditioned soils. Moisture-conditioned soils should be maintained in a moist condition prior to placement of the required thickness of non-expansive material, flatwork or plastic sheeting. ALPHA Report No. W201529-rev1 10 The resulting estimated potential seasonal movement (about 1 inch) was calculated assuming the moisture content of the moisture-conditioned soil varies between the “target” moisture content and the “wet” condition while the deeper undisturbed in -situ soil within the normal zone of seasonal moisture content change varies between the "d ry" condition and the "wet" condition as defined by methods outlined in TxDOT Test Method Tex-124-E. The purpose of moisture-conditioning is to reduce the free swell potential of the moisture-conditioned soil to 1 percent or less. Additional laboratory tests (i.e., standard Proctors, absorption swell tests, etc.) should be conducted during construction to verify the “target” moisture content for moisture-conditioning (estimated at 5 percentage points above the material’s optimum moisture content as defined by ASTM D 698) is sufficient to reduce the free swell potential of the processed soil to 1 percent or less. In addition, it is recommended samples of the moisture-conditioned material be routinely obtained during construction to verify the free swell of the improved material is 1 percent or less. Installation of moisture-conditioned clays should be monitored and tested on a full-time basis by a representative of ALPHA to verify the soils tested were placed with the proper lift thickness, moisture content, and degree of compaction. 6.5 Slab-on-Grade Foundations for Tennis Courts The tennis courts could consist of slab foundations. The slab foundations will be subject to potential movements up to 6 inches similar to the grade supported main building floor slab as discussed in Section 6.2. Moisture conditioning as discussed in Section 6.4 will be required to reduce potential movements of the slab foundations to about 1 inch. Moisture conditioning of the on-site soil should extend throughout the entire foundation area, at least 5 ft beyond the perimeter of the foundation and below any adjacent flatwork for which it is desired to reduce movements to about 1 inch. However, non-expansive material should not extend beyond the foundation limits. A moisture barrier consisting of a minimum of 10 mil plastic sheeting with 8 to 12 inches of soil cover should be provided above the 5 ft moisture-conditioned apron area not covered with flatwork. The slab foundations should be designed with exterior and interior grade beams adequate to provide sufficient rigidity to the foundation system. A net allowable soil bearing pressure of 1.5 kips per sq ft may be used for design of the grade beams bearing on a moisture improved subgrade as discussed in Section 6.4. Grade beams should bear a minimum depth of 18 inches below final grade and should have a minimum width of 10 inches. To reduce cracking as normal movements occur in foundation soils, all grade beams and floor slabs should be adequately reinforced with steel. It is common to experience some minor cosmetic distress to structures with slab-on-grade foundation systems due to normal ground movements. A properly designed and constructed moisture barrier should be placed between the slab and subgrade soils to retard moisture migration through the slabs. ALPHA Report No. W201529-rev1 11 6.5.1 Post-Tensioning Institute, Design of Post-Tensioned Slab-on-Grade Design parameters provided in Table E were evaluated based on the conditions encountered in the borings and using information and correlations published by PTI Third Edition and VOLFLO 1.5 computer program provided by Geostructural Tool Kit, Inc. (GTI). TABLE E PTI Design Parameters Potential Seasonal Movement = 1 inch (After Subgrade Treatment as Described in Section 6.4) EDGE LIFT CENTER LIFT Edge Moisture Distance, ft (em) 3.6 7.0 Differential Soil Movement, inches (ym) 1.2 (swell) 1.0 (shrink) 6.6 Sports Field and Running Track The sports field and running track constructed according to the referenced grading plans will be subject to about 6 inches of potential movement, similar to the main building floor slab as discussed in Section 6.2. Moisture conditioning as discussed in Section 6.4 will be required to reduce potential movement of the track and field to about 1 inch. To provide a good working surface, we recommend the upper 6 inches of non-expansive fill consist of flexible base material. Moisture conditioning should extend 5 ft beyond the perimeter of the track and field turf and below any adjacent flatwork for which it is desired to reduce movements. However, non- expansive fill should not extend past the edge of the track. If flatwork or paving is not planned adjacent to the track (i.e. above the moisture-conditioned soils), a moisture barrier consisting of a minimum of 10 mil plastic sheeting with 8 to 12 inches of soil cover should be provided above the moisture conditioned soils. If the synthetic field turf is pervious, a minimum 10 mil plastic sheeting should be placed between the bottom of the non-expansive fill and top of moisture conditioned soils. Positive drainage should be provided to prevent saturation of the turf system. From our experience, most turf systems have an integral drainage system. 6.7 Lateral Earth Pressures for Site Retaining Walls Site retaining walls should be designed to resist the expected lateral earth pressures. The magnitude of lateral earth pressure against retaining walls and below grade walls is dependent on the method of backfill placement, type of backfill soil, drainage provisions, and type of wall (rigid or yielding) after placement of the backfill. Experience demonstrates when a wall is held rigidly against horizontal movement (restrained at the top); the lateral pressure (at-rest lateral earth pressure) against the wall is greater than the normally assumed active pressure. Yielding walls (rotation at the top of at least 0.1 percent of the wall height) and walls not sensitive to some movements can be designed for active earth pressures (ka). Rigid walls should be designed using the higher at-rest lateral earth pressures (ko). Walls should be designed using the equivalent fluid pressures provided in the Table F, considering a triangular distribution and assuming a horizontal ground surface extending back from the top of the wall. The equivalent fluid pressures provided do not include a factor of safety. ALPHA Report No. W201529-rev1 12 TABLE F Lateral Earth Pressures: Horizontal Ground Surface Behind the Wall Material Condition Equivalent Fluid Pressure, pcf Drained Undrained including Hydrostatic Pressure Free Draining Granular Soil Ф=35˚, ϒт =125 pcf At-Rest, ko=0.42 53 89 Active, ka=0.27 34 79 Site Clay Soil, Ф=15˚, ϒт =120 pcf At-Rest, ko=0.74 --- 105 Active, ka=0.59 --- 96 Free draining granular backfill should consist of a clean, non-plastic, relatively well-graded granular soil consisting of sand, gravel or a sand and gravel mixture, with less than 5 percent finer than the No. 200 sieve size. To reduce surface water seepage into the free draining backfill, the top 1-ft of the backfill should consist of on-site clay soil with a plasticity index of at least 25. If drained parameters are used for wall design, the free draining granular backfill should extend outward at least 2 ft from the base of the wall and then extend upward on a 1 (horizontal) to 2 (vertical) slope. The free draining granular backfill should be separated from the adjacent native soils using a filter fabric (Mirafi 140N, or equivalent) to prevent intrusion of native soils into the free draining granular backfill. Complete drainage of the free draining granular backfill could be provided to prevent the development of hydrostatic pressures behind the wall. A typical drainage system could consist of perforated plastic PVC pipes placed in filter trenches excavated parallel to the base of the walls for their entire length. The drain pipes should be positioned at a depth lower than the bottom elevation of the wall and should also be wrapped with filter fabric (Mirafi 140N, or equivalent). A drainage system is beneficial regardless of the type of backfill used behind the wall. As a minimum, weep holes should be provided for freestanding walls. However, weep holes alone will not prevent occasional build-up of hydrostatic pressures behind the walls. Lightweight, hand-controlled vibrating plate compactors are recommended for compaction of backfill adjacent to walls to reduce the possibility of increases in lateral pressures due to over- compaction. Heavy compaction equipment should not be operated near the walls. Also, compaction of backfill soils behind walls should not exceed 100 percent standard Proctor maximum dry density (ASTM D 698) to further limit lateral earth pressures against walls. The lateral earth pressures in Table F do not include the effects of surcharge loading on the wall due to sloping backfill or from other loads near the walls. Surcharge loads should be multiplied by the appropriate lateral earth pressure coefficient from Table F and applied as a uniform lateral load over the full height of the wall. 6.8 Site Retaining Wall Foundations As discussed, a site retaining wall with heights of up to 10 ft is planned southeast of the building. Limestone was encountered at the surface in Boring 42 and at a depth of about 1 ft below the ground surface in Boring 43 drilled in the general vicinity of the planned wall. The retaining wall can bear on limestone or on flexible base material, placed and compacted per Section 7.3, extending to the top surface of limestone. Portions of the retaining wall less than 3 ft tall can also bear on undisturbed cuts in native clay or on clay fill placed and compacted per Section 7.3. ALPHA Report No. W201529-rev1 13 Potential vertical movement of site retaining walls bearing on limestone or on flexible base material extending to the top surface of limestone is estimated to be less than ½ inch. Based on the depth to limestone encountered in Borings 42 and 43 and the depth of fill planned below parts of the wall less than 3 ft tall (per the retaining wall grading plans referenced in Section 2.0) site retaining walls less than 3 ft tall bearing on undisturbed cuts in native clay or on clayey fill could experience post construction movements of about 2 inches. If this level of movement is not acceptable, our office should be contacted for further evaluation. Retaining walls bearing on limestone can be designed using a net allowable bearing pressure of 8 kips per sq ft. Retaining walls bearing on flexible base material, placed and compacted as specified in Section 7.3, can be designed using a net allowable bearing pressure of 2 kips per sq ft. Retaining walls shorter than 3 ft bearing on general fill or on clayey fill placed and compacted as specified in Section 7.3 can be designed using a net allowable bearing pressure of 1.5 kips per sq ft. Continuous footings should have a least dimension of 18 inches in width and spot footings should have a least dimension of 24 inches for bearing capacity considerations. Footings should be proportioned such that the resultant force acts downward on the middle third of the footing. Careful monitoring during construction is necessary to locate any pockets or seams of unsuitable materials or clay layers which might be encountered in excavations for footings. Unsuitable materials encountered at the foundation bearing level should be removed and replaced with lean concrete (at least 200 psi strength at 28 days) or structural concrete. Resistance to sliding will be developed by friction along the base of the footings and passive earth pressure acting on the vertical face of the footing and a (possible) key installed in the base of the footings, if required. We recommend a coefficient of base friction of 0.30 be used along the bottom of the footing. The available passive earth resistance on the vertical face of the foundation and a (possible) key bearing against vertical undisturbed cuts in native clay or against clay fill placed and compacted as discussed in Section 7.3 may be calculated using a uniform passive earth resistance of 500 psf. A higher passive earth pressure of 2,000 psf can be used for footings bearing against vertical cuts in competent limestone. The passive resistance along the vertical face of the footing should be neglected within 2 ft of the final site grade. 6.9 Seismic Considerations The Site Class for seismic design is based on several factors that include soil profile (soil or rock), shear wave velocity, and strength, averaged over a depth of 100 ft. Since our borings did not extend to 100-foot depths, we based our determinations on the assumption that the subsurface materials below the bottom of the borings were similar to those encountered at the termination depth. Based on Section 1613.3.2 of the 2012 International Building Code and Table 20.3-1 in the 2010 ASCE-7, we recommend using Site Class C (very dense soil or soft rock) for seismic design at this site. 6.10 Area Pavement To permit correlation between information from test borings and actual subgrade conditions exposed during construction, a qualified Geotechnical Engineer should be retained to provide subgrade monitoring and testing during construction. If there is any change in project criteria, the recommendations contained in this report should be reviewed by our office. ALPHA Report No. W201529-rev1 14 Calculations used to determine the required pavement thickness are based only on the physical and engineering properties of the materials used and conventional thickness determination procedures. Pavement joining buildings should be constructed with a curb and the joint between the building and curb should be sealed. Related civil design factors such as subgrade drainage, shoulder support, cross-sectional configurations, surface elevations, reinforcing steel, joint design and environmental factors will significantly affect the service life and must be included in preparation of the construction drawings and specifications, but all were not included in the scope of this study. Normal periodic maintenance will be required for all pavement to achieve the design life of the pavement system. The recommended pavement sections are considered the minimum necessary to provide satisfactory performance based on the expected traffic loading. In some cases, City minimum standards for pavement section construction may exceed those recommended. 6.10.1 Pavement Subgrade Preparation Based on the soil profile encountered in the borings, we would expect the pavement subgrade could consist of clay. In general, clay with a plasticity index of 15 or greater should be lime stabilized. The exposed surface of the pavement subgrade soil should be scarified to a depth of 6 inches and mixed with a minimum 7 percent hydrated lime (by dry soil weight) in conformance with TxDOT Standard Specification Item 260. Assuming an in -place unit weight of 100 pcf for the pavement subgrade soils, this percentage of lime equates to about 32 lbs of lime per sq yard of treated subgrade. The actual amount of lime required should be confirmed by additional laboratory tests (ASTM C 977 Appendix XI) prior to construction. The soil-lime mixture should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 0 to 4 percentage points above the mixture's optimum moisture content. In all areas where hydrated lime is used to stabilize subgrade soil, routine Atterberg-limit tests should be performed to verify the resulting plasticity index of the soil-lime mixture is at/or below 15. We recommend subgrade improvement procedures extend at least 1 ft beyond the edge of the pavement to reduce effects of seasonal shrinking and swelling upon the extreme edges of pavement. Lime stabilization of the pavement subgrade soil will not prevent normal seasonal movement of the underlying untreated materials. Pavement and other flatwork will have the same potential for movement as slabs constructed directly on the existing undisturbed soils. Good perimeter surface drainage with a minimum slope of 2 percent away from the pavement is recommended. Normal maintenance of pavement should be expected over the life of the structures. Lime stabilization is not required where the final pavement subgrade consists of limestone. Flexible base material, limestone cuttings or cuttings from adjacent lime stabilized soils can be used as a leveling course in these areas. ALPHA Report No. W201529-rev1 15 6.10.2 Portland Cement Concrete (PCC) Pavement Following subgrade improvement as recommended in Section 6.10.1, PCC (reinforced) pavement sections are recommended in Table G. TABLE G Recommended PCC Pavement Sections Paving Areas and/or Type Subgrade Thickness, Inches PCC Thickness, Inches Parking Areas Subjected Exclusively to Passenger Vehicle Traffic, Lime Modified, 6 5 Drive Lanes, Fire Lanes, Bus Lanes, Areas Subject to Light Volume Truck Traffic Lime Modified, 6 6 Dumpster Traffic Areas, Areas subject to Moderate Volume Truck Traffic, Lime Modified, 6 7 PCC should have a minimum compressive strength of 3,000 psi at 28 days in parking areas subjected exclusively to passenger vehicle traffic. We recommend a minimum compressive strength of 3,500 psi at 28 days for the drive lanes, bus lanes, fire lanes, and truck areas. Concrete should be designed with 5+1 percent entrained air. Joints in concrete paving should not exceed 15 ft. Reinforcing steel should consist of No. 3 bars placed at 18 inches on-center in two directions. 6.11 Corrosion Test Results and Summary Two (2) samples obtained from the building borings were tested for soluble sulfate concentrations. Results of the laboratory testing (TxDOT Test Method TEX-145-E Part II) are summarized in Table H. TABLE H Soluble Sulfates Sample No. Boring No. Depth, ft Material Type Soluble Sulfate, mg/Kg (ppm) 1 1 0-2 Brown CLAY with limestone fragments and calcareous deposits 19 2 8 2-4 Dark Brown CLAY with limestone fragments 31 Additional corrosion testing including laboratory electrical resistivity testing and pH testing was conducted on selected samples. Results from these tests are included as Figures 3 and 4, respectively. The pH level of the tested soil varied from 7.0 to 7.5 and the electrical resistivity of the tested soil was as low as 808.5 ohm-cm, indicating the soils have the potential to be highly or severely corrosive. Soluble sulfate test results indicate sulfate resistant cement is not required. ALPHA Report No. W201529-rev1 16 6.12 Drainage and Other Considerations Adequate drainage should be provided to reduce seasonal variations in the moisture content of foundation soils. All pavement and sidewalks within 10 ft of the structure should be sloped away from the building to prevent ponding of water around the foundation. Final grades within 10 ft of the structure should be adjusted to slope away from the structure at a minimum slope of 2 percent. Maintaining positive surface drainage throughout the life of the structure is essential. In areas with pavement or sidewalks adjacent to the new structure, a positive seal must be maintained between the structure and the pavement or sidewalk to minimize seepage of water into the underlying supporting soils. Post-construction movement of pavement and flat-work is common. Normal maintenance should include inspection of all joints in paving and sidewalks, etc. as well as resealing where necessary. Several factors relate to civil and architectural design and/or maintenance, which can significantly affect future movements of the foundation and floor slab system:  Preferably, a complete system of gutters and downspouts should carry runoff water a minimum of 5 feet from the completed structure.  Large trees and shrubs should not be allowed closer to the foundation than a horizontal distance equal to roughly one-half of their mature height due to their significant moisture demand upon maturing.  Moisture conditions should be maintained constant around the edge of grade slabs. Ponding of water in planters, in unpaved areas, and around joints in paving and sidewalks can cause slab movements beyond those predicted in this report.  Planter box structures placed adjacent to the building should be provided with a means to assure concentrations of water are not available to the subsoil stratigraphy.  The root systems from existing or recently removed trees at this site will have dried and desiccated the surrounding clay soils, resulting in soils with near–maximum swell potential. Clay soils surrounding tree root mats in areas to be covered with at-grade slabs (including but not limited to pavement, flatwork and equipment pads) should be removed to a depth of at least 1 ft below the tree root ball. The resulting excavation should be backfilled with engineered fill as described in Section 7.3. Trench backfill for utilities should be properly placed and compacted as outlined in Section 7.4 and in accordance with requirements of local City standards. Since granular bedding backfill is used for most utility lines, the backfilled trench should not become a conduit and allow access for surface or subsurface water to travel toward the new structures. Concrete cut-off collars or clay plugs should be provided where utility lines cross building lines to prevent water from traveling in the trench backfill and entering beneath the structures. ALPHA Report No. W201529-rev1 17 GENERAL CONSTRUCTION PROCEDURES AND GUIDELINES Variations in subsurface conditions could be encountered during construction. To permit correlation between test boring data and actual subsurface conditions encountered during construction, it is recommended a registered Professional Engineering firm be retained to observe construction procedures and materials. Some construction problems, particularly degree or magnitude, cannot be reasonably anticipated until the course of construction. The guidelines offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the borings. 7.1 Site Preparation and Grading Limestone was encountered within 4 ft in about two-thirds of the borings and will likely be encountered during general excavation and grading in some areas of the site. From our experience, this limestone can be hard and difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers, jack hammers, or sawcutting) may be required to remove the limestone. Crushing equipment may be required to process this limestone if it is desired to use this material as compacted fill on the site. The contractor selected should have experience with excavation in hard limestone. All areas supporting floor slabs, retaining wall footings, slab foundations, pavement, flatwork or areas to receive new fill should be properly prepared.  After completion of the necessary stripping, clearing, and excavating, and prior to placing any required fill, the exposed soil subgrade should be carefully evaluated by probing and testing. Any undesirable material (organic material, wet, soft, or loose soil) still in place should be removed.  The exposed soil subgrade should be further evaluated by proof-rolling with a heavy pneumatic-tired roller, loaded dump truck or similar equipment weighing approximately 20 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. Proof-rolling procedures should be observed routinely by a Professional Engineer or his designated representative. Any undesirable material (organic material, wet, soft, or loose soil) exposed during proof-rolling should be removed and replaced with well-compacted material as outlined in Section 7.3.  Prior to placement of any fill, the exposed soil subgrade should then be scarified to a minimum depth of 6 inches and re-compacted as outlined in Section 7.3. If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench width of five (5) feet. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. ALPHA Report No. W201529-rev1 18 Even if fill is properly compacted as described in Section 7.3, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when planning or placing deep fills. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. Stockpiles should be placed well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drai nage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. Due to the nature of the clay soils found near the surface at the borings, traffic of heavy equipment (including heavy compaction equipment) may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 7.2 Foundation Excavations All foundation excavations should be properly monitored to verify loose, soft or otherwise undesirable materials are removed and foundations will bear on satisfactory material. Soil exposed in the base of all foundation (pier and footing) excavations should be protected against detrimental change in condition, such as surface sloughing or side disturbance, rain or excessive drying. Drilled pier foundations should be completed in one day. Prolonged exposure of the bearing surface to air or water will result in changes in strength and compressibility of the bearing stratum. Therefore, if delays occur, straight shaft pier excavations should be slightly widened and deepened, or a new (deeper) design penetration made to provide a fresh bearing surface. Footings excavations for retaining walls and grade beams for slab foundations should be cleaned and slightly deepened. All pier shafts should be at least 1/30th of the pier length or 1.5 ft in diameter, whichever is greater, for pier stability considerations and to facilitate clean-out of the base and for proper monitoring. Concrete placed in pier holes should be directed through a tremie, hopper, or equivalent. Placement of concrete should be vertical through the center of the shaft without hitting the sides of the pier or reinforcement to reduce the possibility of segregation of aggregates. Concrete placed in piers should have a minimum slump of 6 inches (but not greater than 8 inches) to avoid potential honey-combing. Observations during pier drilling should include, but not necessarily be limited to, the following items: ALPHA Report No. W201529-rev1 19  Verification of proper bearing strata and consistency of subsurface stratification with regard to boring logs,  Confirmation the minimum required penetration into the bearing strata is achieved,  Complete removal of cuttings from bottom of pier holes,  Proper handling of any observed water seepage and sloughing of subsurface materials,  No more than 2 inches of standing water should be permitted in the bottom of pier holes prior to placing concrete, and  Verification of pier diameter size and steel reinforcement. Groundwater was encountered in Borings 16 and 17 at a depth of about 7 ft below the ground surface. Casing could be required for drilled piers. The risk of encountering groundwater during pier drilling is generally increased during or after periods of precipitation. Where submersible pumps or bailing cannot control groundwater, temporary casing may be required to control seepage. The casing should be properly seated below the depth of seepage, and all groundwater and soil should be removed prior to beginning the design penetration. As casing is extracted, care should be taken to maintain a positive head of plastic concrete and minimize the potential for intrusion of water seepage. A separate bid item should be provided for casing on the contractor bid schedule. Several of the borings drilled in the building pad area were terminated shallower than the planned depths due to auger refusal on hard limestone. In several cases, the rock teeth on the drill bit melted. Rock teeth and/or core barrels will be required to penetrate this limestone and we expect the limestone will be very difficult to penetrate in some areas. 7.3 Fill Compaction Select fill used as non-expansive material in the building pad should have a liquid limit less than 35, a plasticity index (PI) not less than about 4 nor greater than 15 and contain no more than 0.5 percent fibrous organic materials, by weight. All select material should contain no deleterious material and should be compacted to a dry density of at least 95 percent standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. The plasticity index and liquid limit of material used as select non-expansive material should be routinely verified during placement using laboratory tests. Visual observation and classification should not be relied upon to confirm the material to be used as select, non-expansive material satisfies the Atterberg-limit criteria. Flexible base used as non-expansive material in the building pad should consist of material meeting the requirements of TxDOT Standard Specifications Item 247, Type A or D, Grade 1-2 or 3. The flexible base should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 2 percentage points below to 2 percentage points above the material's optimum moisture content. Flexible base material placed deeper than 8 ft below the building floor slab should be compacted to at least 100 percent standard Proctor maximum dry density. ALPHA Report No. W201529-rev1 20 Processed limestone used as fill should be compacted to at least 95 percent of standard Proctor maximum dry density. The compacted moisture content of the processed limestone is not considered crucial to proper performance. However, if the material's moisture content during placement is within 3 percentage points of optimum, the compactive effort required to achieve the minimum compaction criteria may be minimized. Individual rock pieces larger than 6 inches in dimension should not be used as fill. However, if rock fill is utilized within 3 ft below the bottom of flatwork, the maximum allowable size of individual rock pieces should be reduced to 3 inches. Processed limestone used as fill should incorporate sufficient fines to prevent the presence of voids around larger diameter rock pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. In addition to the requirements above, processed rock used as non-expansive fill should have a plasticity index less than 15. Onsite processed rock should not be used inside the building pad area unless it is processed to meet the requirements for flexible base as defined herein. The following recommendations pertain to general fill. Moisture conditioned soil should conform to recommendations in Section 6.4. Clay with a plasticity index equal to or greater than 25 should be compacted to a dry density between 93 and 98 percent of standard Proctor maximum dry density (ASTM D 698). The compacted moisture content of the clays during placement should be within the range of 2 to 6 percentage points above optimum. Clay with a plasticity index below 25 should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. Clayey materials used as fill should be processed such that the largest particle or clod is less than 6 inches prior to compaction. Where mass fills are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D-698) and within 2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as outlined herein. Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and compacting each lift to at least the specified minimum dry density. Field density and moisture content tests should be performed on each lift. In general site grading areas where final fill slopes will be four horizontal to one vertical (4:1) or steeper and greater than 5 ft in height, field density and moisture content tests should be performed on each lift. 7.4 Utilities Where utility lines are deeper than 10 ft, the fill/backfill below 10 ft should be compacted to at least 100 percent of standard Proctor maximum dry density (ASTM D 698) and within –2 to +2 percentage points of the material's optimum moisture content. The portion of the fill/backfill shallower than 10 ft should be compacted as previously outlined. Density tests should be performed on each lift (maximum 12-inch thick) and should be performed as the trench is being backfilled. ALPHA Report No. W201529-rev1 21 Even if fill is properly compacted, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing pavement over utility lines and/or other areas with deep fill. If utility trenches or other excavations extend to or beyond a depth of 5 ft below construction grade, the contractor or others shall be required to develop an excavation safety plan to protect personnel entering the excavation or excavation vicinity. The collection of specific geotechnical data and the development of such a plan, which could include designs for sloping and benching or various types of temporary shoring, is beyond the scope of this study. Any such designs and safety plans shall be developed in accordance with current OSHA guidelines and other applicable industry standards. 7.5 Groundwater Groundwater was encountered in Borings 16 and 17 at a depth of about 7 ft below the ground surface. From our experience, shallower groundwater seepage could be encountered in excavations for foundations, utilities and other general excavations at this site. The risk of seepage increases with depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be adequate to control seepage on a local basis. In any areas where cuts are made, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk of seepage is increased where limestone is exposed in excavations and slopes or is near final grade. In these areas subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other dewatering devices should be carefully addressed during construction. Our office could be contacted to visually observe final grades to evaluate the need for such drains. LIMITATIONS Professional services provided in this geotechnical exploration were performed, findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA, upon written request, can be retained to provide these services. ALPHA is not responsible for conclusions, opinions or recommendations made by others based on this data. Information contained in this report is intended for the exclusive use of the Client (and their designated design representatives), and is related solely to design of the specific structures outlined in Section 2.0. No party other than the Client (and their designated design representatives) shall use or rely upon this report in any manner whatsoever unless such party shall have obtained ALPHA’s written acceptance of such intended use. Any such third party using this report after obtaining ALPHA’s written acceptance shall be bound by the limitations and limitations of liability contained herein, including ALPHA’s liability being limited to the fee paid to it for this report. Recommendations presented in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which ALPHA may provide additional services if requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document ALPHA Report No. W201529-rev1 22 accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1) year after completion of this report. Non-compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. Recommendations provided in this report are based on our understanding of information provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics, our office should be contacted immediately since this may materially alter the recommendations. Further, ALPHA is not responsible for damages resulting from workmanship of designers or contractors. It is recommended the Owner retain qualified personnel, such as a Geotechnical Engineering firm, to verify construction is performed in accordance with plans and specifications. APPENDIX ALPHA Report No. W201529-rev1 A-1 METHODS OF FIELD EXPLORATION Using standard rotary drilling equipment, 43 test borings were performed for this geotechnical exploration at the approximate locations shown on the Boring Location Plan, Figure 1. The test boring locations were staked by using a handheld GPS unit or by pacing/taping and estimating right angles from landmarks which could be identified in the field and as shown on the site plan provided during this study. The locations of test borings shown on the Boring Location Plan are considered accurate only to the degree implied by the methods used to define them. Relatively undisturbed soil samples were obtained by hydraulically pressing 3-inch O.D. thin- wall sampling tubes into the underlying soils at selected depths (ASTM D 1587). These samples were removed from the sampling tubes in the field and evaluated visually. One representative portion of each sample was sealed in a plastic bag for use in future visual evaluation and possible testing in the laboratory. Texas Department of Transportation Texas Cone Penetration (TCP) tests were completed in the field to determine the apparent in-place strength characteristics of the rock type materials. A 3- inch diameter steel cone driven by a 170-pound hammer dropped 24 inches is the basis for TxDOT strength correlations. Depending on the resistance (strength) of the materials, either the number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field logs and are shown on the Log of Boring sheets as “TX Cone” (reference: TxDOT Test Method TEX 132-E). Logs of the borings are included in the Appendix. The logs show visual descriptions of subsurface strata encountered in the borings using the Unified Soil Classification System. Sampling information, pertinent field data, and field observations are also included. Samples not consumed by testing will be retained in our laboratory for at least 14 days and then discarded unless the Client requests otherwise. GEOTECHNICAL EXPLORATION ALEDO MIDDLE SCHOOL NO.2 16250 OLD WEATHERFORD ROAD ALEDO, TEXAS ALPHA PROJECT NO. W201529-rev1 BORING LOCATION PLAN FIGURE 1 B-40 B-39 B-38 B-37 B-36 B-35B-34 B-32 B-42 B-43 B-41 B-33 B-16 B-15 B-14 B-12 B-11 B-10 B-9 B-8 B-7 B-6 B-4 B-31 B-17 B-18 B-21 B-26 B-28 B-29 B-25 B-24 B-23 B-22 B-20 B-19 B-27 B-30 B-5 B-13 B-1 B-2 B-3 OLD WEATHERFORD ROAD N APPROXIMATE BORING LOCATION ALPHA Report No. W201529-rev1 B-1 METHODS OF LABORATORY TESTING Representative samples were evaluated and classified by a qualified member of the Geotechnical Division and the boring logs were edited as necessary. To aid in classifying the subsurface materials and to determine the general engineering characteristics, natural moisture content tests (ASTM D 2216), Atterberg-limit tests (ASTM D 4318), Sulfate Content (TX-145-E Part II), and dry unit weight determinations were performed on selected samples. In addition, unconfined compressive strength tests (ASTM D 2166) and pocket-penetrometer tests were conducted on selected soil samples to evaluate the soil shear strength. Results of these laboratory tests are provided on the Log of Boring sheets. In addition to the Atterberg-limit tests, the expansive properties of the clay soils were further analyzed by absorption swell tests. The swell test is performed by placing a selected sample in a consolidation machine and applying either the approximate current or expected overburden pressure and then allowing the sample to absorb water. When the sample exhibits very little tendency for further expansion, the height increase is recorded and the percent free swell and total moisture gain calculated. Results of the absorption swell tests are provided on the Swell Test Data sheet, Figure 2 included in this Appendix. Additional testing to evaluate the corrosion potential of site soils on concrete and ferrous structures was performed with Sulfate Contact (TX-145-E Part II), Soil Resistivity testing (ASTM G 57) and pH testing (ASTM D 6276). Results of the Soil Resistivity and pH testing are provided on the Resistivity and pH Test Sheets, Figure 3A, Figure 3B and Figure 4 , included in this Appendix. SWELL TEST RESULTS FIGURE 2W201529-Aledo Middle School No.2 16250 Old Weatherford Road,Aledo,Texas 2 2.5 313 Dark Brown CLAY 84 26 58 22%34%3.9% 4 3 375 Light Brown CLAY 43 16 27 11%16%0.5% 7 3 375 Light Brown CLAY 50 18 32 13%17%0.5% 9 5 625 Tan CLAY 53 19 34 20%23%0.0% 16 7 875 Tan CLAY 39 19 20 19%24%0.0% Boring No. Sample Depth (ft) Pressure (psf, vert.) Material Description Liquid Limit Plastic Limit Plasticity Index Initial Moisture Final Moisture Swell JOB NUMBER:DATE:08/20/20 BORING:2 DEPTH:0-2 WATER CONTENT: RESISTIVITY:23.57 kiloohm-cm WATER CONTENT: RESISTIVITY:3.963 kiloohm-cm WATER CONTENT: RESISTIVITY:2.409 kiloohm-cm WATER CONTENT: RESISTIVITY:1.649 kiloohm-cm WATER CONTENT: RESISTIVITY:1.186 kiloohm-cm WATER CONTENT: RESISTIVITY:925.4 ohm-cm WATER CONTENT: RESISTIVITY:823.7 ohm-cm WATER CONTENT: RESISTIVITY:808.5 ohm-cm +140 ml FIGURE 3A RESISTIVITY W201529 Initial +20 ml +40 ml +60 ml +80 ml +100 ml +120 ml JOB NUMBER:DATE:08/20/20 BORING:8 DEPTH:0-2 WATER CONTENT: RESISTIVITY:11.02 kiloohm-cm WATER CONTENT: RESISTIVITY:3.237 kiloohm-cm WATER CONTENT: RESISTIVITY:2.074 kiloohm-cm WATER CONTENT: RESISTIVITY:1.529 kiloohm-cm WATER CONTENT: RESISTIVITY:1.189 kiloohm-cm WATER CONTENT: RESISTIVITY:1.004 kiloohm-cm WATER CONTENT: RESISTIVITY:954.5 ohm-cm WATER CONTENT: RESISTIVITY:942.0 ohm-cm WATER CONTENT: RESISTIVITY:936.7 ohm-cm WATER CONTENT: RESISTIVITY:930.0 ohm-cm +80 ml RESISTIVITY W201529 Initial +20 ml +40 ml +60 ml +100 ml +110 ml FIGURE 3B +120 ml +130 ml +140 ml Notes:The soil sample is reduced to pass 2.0mm sieve (#10) pH 7.00 7.50 22.3°C pH TEST ALPHA TESTING, INC. LABORATORY FORM 22.0°C Dark Brown Clay Date Temperature Brown Clay FIGURE 4 Project Number W201529 8/18/2020 Description ASTM D-6276 Location Boring 1 0'-2' Boring 8 2'-4' Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/16/2020 7/16/2020 1 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY with limestone fragments ad calcareous deposits 4.0 Tan LIMESTONE with clay seams and layers 15.0 Gray LIMESTONE with shale seams and layers 50.0 TEST BORING TERMINATED AT 50 FT 4.5+25 76 27 49 4.5+186.6 111 100/1" 100/1.25" 100/1.50" 100/1.25" 100/1" 100/0.50" 100/0.50" 100/1" 100/0.75" 100/0.75" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/16/2020 7/16/2020 2 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Dark Brown CLAY 4.0 Tan LIMESTONE with clay seams and layers 17.0 Gray LIMESTONE with shale seams and layers 50.0 TEST BORING TERMINATED AT 50 FT 4.5+23 4.5+24 84 26 58 3.9 100/1" 100/1" 100/1.50" 100/1" 100/1.25" 100/0.50" 100/1.25" 100/0.75" 100/0.75" 100/0.50" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/17/2020 7/17/2020 3 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY with gravel 2.0 Tan LIMESTONE with clay seams and layers 17.0 Gray LIMESTONE with shale seams 40.0 TEST BORING TERMINATED AT 40 FT 4.5+17 59 21 38 100/0.75" 100/0.50" 100/0.50" 100/0.50" 100/0.50" 100/0.25" 100/0.25" 100/0.25" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/20/2020 7/20/2020 4 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY with limestone fragments 2.0 Light Brown CLAY with calcareous deposits 4.0 Tan LIMESTONE with clay seams and layers 18.0 Gray LIMESTONE with shale seams 40.0 TEST BORING TERMINATED AT 40 FT 4.5+9 4.5+12 43 16 27 0.5 100/2" 100/0.50" 100/0.50" 100/1" 100/0.50" 100/0.50" 100/0.25" 100/0.25" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/17/2020 7/17/2020 5 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY with gravel 1.0 Tan LIMESTONE with clay seams and layers 12.0 Gray LIMESTONE with shale seams 40.0 TEST BORING TERMINATED AT 40 FT 4.5+15 63 21 42 100/0.75" 100/0.50" 100/0.25" 100/0.25" 100/0.75" 100/0.75" 100/0.50" 100/0.25" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/20/2020 7/20/2020 6 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY 2.0 Tan LIMESTONE with clay seams and layers 14.0 Gray LIMESTONE with shale seams 30.0 TEST BORING TERMINATED AT 30 FT 4.5+108.6 109 47 19 28 100/0.75" 100/0.25" 100/0.75" 100/0.25" 100/1" 100/0.25" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/20/2020 7/20/2020 7 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY 2.0 Light Brown CLAY with calcareous deposits and limestone fragments 5.0 Tan LIMESTONE with clay seams and layers 11.0 Gray LIMESTONE with shale seams 25.0 TEST BORING TERMINATED AT 25 FT 4.5+15 4.5+16 50 18 32 0.5 4.0 142.0 119 100/0.50" 100/0.25" 100/0.25" 100/0.25" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/17/2020 7/17/2020 8 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Dark Brown CLAY with limestone fragments 5.0 Tan LIMESTONE with clay seams and layers 10.0 Gray LIMESTONE with shale seams 20.0 TEST BORING TERMINATED AT 20 FT 4.5+19 3.0 20 51 18 33 2.5 21 100/0.25" 100/0.50" 100/0.25" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/21/2020 7/21/2020 9 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Dark Brown CLAY 4.0 Tan CLAY with calcareous deposits and limestone fragments 8.0 Tan LIMESTONE with clay seams and layers 13.0 Gray LIMESTONE with shale seams 20.0 TEST BORING TERMINATED AT 20 FT 4.5+16 4.5+20 64 21 43 3.5 20 53 19 34 0.0 3.5 14 100/0.75" 100/0.75" 100/0.50" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/22/2020 7/22/2020 10 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY with limestone fragments 2.0 Tan LIMESTONE with clay seams and layers 13.0 Gray LIMESTONE with shale seams 20.0 TEST BORING TERMINATED AT 20 FT 4.5+14 69 22 47 100/1" 100/0.75" 100/0.25" 100/0.25" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/22/2020 7/22/2020 11 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY 4.0 Tan CLAY with calcareous deposits and limestone fragments 8.0 Tan LIMESTONE with clay seams and layers 14.0 Gray LIMESTONE with shale seams 20.0 TEST BORING TERMINATED AT 20 FT 4.5+18 70 24 46 4.5+16 4.5+14 4.5+9 43 22 21 100/1.50" 100/0.75" 100/0.50" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/22/2020 7/22/2020 12 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Dark Brown CLAY 3.0 Tan LIMESTONE with clay seams and layers 15.0 Gray LIMESTONE with shale seams 20.0 TEST BORING TERMINATED AT 20 FT 4.5+16 71 24 47 4.5+20 100/0.75" 100/0.75" 100/0.50" 100/0.25" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/21/2020 7/21/2020 13 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY with gravel 2.0 Tan LIMESTONE with clay seams and layers 10.0 Gray LIMESTONE with shale seams 20.0 TEST BORING TERMINATED AT 20 FT 4.5+12 46 18 28 100/5.50" 100/2.75" 100/0.75" 100/0.75" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/21/2020 7/21/2020 14 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY with limestone fragments 2.0 Tan LIMESTONE with clay seams and layers 11.0 Gray LIMESTONE with shale seams 20.0 TEST BORING TERMINATED AT 20 FT 4.5+11 36 16 20 100/2.25" 100/2.75" 100/1" 100/0.75" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/22/2020 7/22/2020 15 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY 2.0 Brown CLAY with limestone fragments 4.0 Tan LIMESTONE with clay seams and layers 11.0 Gray LIMESTONE with shale seams 15.0 TEST BORING TERMINATED AT 15 FT 4.5+17 71 23 48 4.5+12 100/1" 100/0.75" 100/0.75" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/22/2020 7/22/2020 16 W201529 Aledo, Texas 7 DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Dark Brown CLAY 4.0 Brown CLAY with calcareous deposits and limestone fragments 6.0 Tan CLAY 10.0 Tan LIMESTONE with clay seams and layers 13.0 Gray LIMESTONE with shale seams 15.0 TEST BORING TERMINATED AT 15 FT 4.5+19 4.5+21 4.5+21 3.5 19 39 19 20 0.0 3.25 21 100/1.25" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/22/2020 7/22/2020 17 W201529 Aledo, Texas 7 DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY 2.0 Tan LIMESTONE with clay seams and layers 13.0 Gray LIMESTONE with shale seams 15.0 TEST BORING TERMINATED AT 15 FT 4.5+13 62 22 40 100/1.25" 100/1" 100/1" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/22/2020 7/22/2020 18 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY with limestone fragments 2.0 Light Brown CLAY with calcareous deposits and limestone fragments 5.0 TEST BORING TERMINATED AT 5 FT 4.5+14 57 21 36 4.5+14 4.5+13 Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/22/2020 7/22/2020 19 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY with calcareous deposits 3.0 Tan LIMESTONE with clay seams and layers 5.0 TEST BORING TERMINATED AT 5 FT 4.5+10 4.5+7 41 17 24 7100/2.50" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/22/2020 7/22/2020 20 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY with limestone fragments 3.0 Tan LIMESTONE with clay seams and layers 5.0 TEST BORING TERMINATED AT 5 FT 11 8100/2.25" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/23/2020 7/23/2020 21 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY with gravel 1.0 Tan LIMESTONE with clay seams and layers 5.0 TEST BORING TERMINATED AT 5 FT 8 100/2.25" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/23/2020 7/23/2020 22 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY 5.0 - with limestone fragments at 2-5' TEST BORING TERMINATED AT 5 FT 4.5+12 4.5+132.1 110 41 17 24 4.5+14 Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/23/2020 7/23/2020 23 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Dark Brown CLAY 4.0 Brown CLAY with calcareous deposits and limestone fragments 5.0 TEST BORING TERMINATED AT 5 FT 4.5+20 82 26 56 4.5+19 4.5+16 Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/23/2020 7/23/2020 24 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Dark Brown CLAY 2.0 Brown CLAY with calcareous deposits 5.0 - with limestone fragments at 2-4' TEST BORING TERMINATED AT 5 FT 4.5+21 4.5+18 63 20 43 4.5+14 Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/21/2020 7/21/2020 25 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Light Brown CLAY with limestone fragments 2.0 Tan LIMESTONE with clay seams and layers 15.0 Gray LIMESTONE with shale seams 20.0 TEST BORING TERMINATED AT 20 FT 4.5+5 31 17 14 100/1" 100/0.75" 100/0.75" 100/0.25" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/21/2020 7/21/2020 26 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Brown CLAY with gravel and limestone fragments 2.0 Tan LIMESTONE with clay seams and layers 15.0 Gray LIMESTONE with shale seams 20.0 TEST BORING TERMINATED AT 20 FT 4.5+14 54 22 32 100/1.25" 100/0.75" 100/0.50" 100/0.25" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 7/21/2020 7/21/2020 27 W201529 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 25 30 35 40 45 50 Light Brown CLAY with limestone fragments 2.0 Tan LIMESTONE with clay seams and layers 17.0 Gray LIMESTONE with shale seams 20.0 TEST BORING TERMINATED AT 20 FT 4.5+5 33 17 16 100/3" 100/0.75" 100/1.50" 100/0.50" Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 28 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY 3.0 Tan LIMESTONE with clay seams and layers 10.0 TEST BORING TERMINATED AT 10 FT Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 29 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY 1.0 Tan WEATHERED LIMESTONE with clay seams and layers 8.0 Tan LIMESTONE with clay seams and layers 10.0 TEST BORING TERMINATED AT 10 FT Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 30 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY 2.0 Tan LIMESTONE with clay seams and layers 10.0 TEST BORING TERMINATED AT 10 FT Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 31 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY 3.0 Tan LIMESTONE with clay seams and layers 10.0 TEST BORING TERMINATED AT 10 FT Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 32 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY 2.0 Tan LIMESTONE with clay seams and layers 10.0 TEST BORING TERMINATED AT 10 FT Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 33 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY with limestone fragments 2.0 Tan LIMESTONE with clay seams and layers 9.0 Gray LIMESTONE with shale seams 10.0 TEST BORING TERMINATED AT 10 FT Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 34 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY 2.0 Tan WEATHERED LIMESTONE with clay seams and layers 5.0 Tan LIMESTONE with clay seams and layers 10.0 TEST BORING TERMINATED AT 10 FT Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 35 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY 1.0 Tan LIMESTONE with clay seams and layers 10.0 TEST BORING TERMINATED AT 10 FT Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 36 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY 1.0 Tan LIMESTONE with clay seams and layers 7.0 Gray LIMESTONE with shale seams 10.0 TEST BORING TERMINATED AT 10 FT Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 37 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY 1.0 Tan LIMESTONE with clay seams and layers 6.0 Gray LIMESTONE with shale seams 10.0 TEST BORING TERMINATED AT 10 FT Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 38 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY 1.0 Tan WEATHERED LIMESTONE with clay seams and layers 6.0 Tan LIMESTONE with clay seams and layers 10.0 TEST BORING TERMINATED AT 10 FT Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 39 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY 2.0 Tan CLAY with limestone fragments 5.0 Tan LIMESTONE with clay seams and layers 9.0 Gray LIMESTONE with shale seams 10.0 TEST BORING TERMINATED AT 10 FT Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 40 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY 2.0 Tan LIMESTONE with clay seam and layers 8.0 Gray LIMESTONE with shale seams 10.0 TEST BORING TERMINATED AT 10 FT Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 41 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY 2.0 Tan LIMESTONE with clay seams and layers 8.0 Gray LIMESTONE with shale seams 10.0 TEST BORING TERMINATED AT 10 FT Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 42 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Tan LIMESTONE with clay seams and layers 13.0 Gray LIMESTONE with shale seams 20.0 TEST BORING TERMINATED AT 20 FT 5 100/0.50" 100/0.25" 100/0.25" 100/0'' Sheet 1 of 1 Client: Project: Start Date:End Date: Drilling Method: BORING NO.: PROJECT NO.: Location: Surface Elevation: West: North: Hammer Drop (lbs / in):Depth, feetGraphic LogMATERIAL DESCRIPTION Sample TypeRecovery %RQDTX Cone or Std.Pen. (blows/ft, in)PocketPenetrometer (tsf)Unconfined Comp.Strength (tsf)% PassingNo. 200 SieveUnit Dry Weight(pcf)Water Content, %Liquid LimitPlastic LimitPlasticity IndexSwell, %GROUND WATER OBSERVATIONS On Rods (ft): After Drilling (ft): After Hours (ft): Aledo Independent School District Aledo Middle School No. 2 10/8/2020 10/8/2020 43 W201529-1 Aledo, Texas NONE DRY 5058 Brush Creek Rd. Fort Worth,Texas 76119 Phone:817-496-5600 Fax:817-496-5608 www.alphatesting.com 5 10 15 20 Brown CLAY with limestone fragments 1.0 Tan LIMESTONE with clay seams and layers 8.0 Gray LIMESTONE with shale seams 20.0 TEST BORING TERMINATED AT 20 FT 4.5+64.3 106 38 19 19 100/0.75" 100/0.50" 100/0.25" 100/0.25" Sheet 1 of 1 TEXAS CONE PENETRATION FILL LIMESTONE (MH), Elastic SILT SANDSTONE (GP), Poorly Graded GRAVEL LOW MEDIUM HIGH VERY HIGH 4 TO 15 16 TO 25 26 TO 35 OVER 35 SAMPLING SYMBOLS (OL), ORGANIC SILT (OH), ORGANIC CLAY 8.0" OR LARGER 3.0" TO 8.0" 0.75" TO 3.0" 5.0 mm TO 3.0" 2.0 mm TO 5.0 mm 0.4 mm TO 5.0 mm 0.07 mm TO 0.4 mm 0.002 mm TO 0.07 mm LESS THAN 0.002 mm SOIL & ROCK SYMBOLS KEY TO SOIL SYMBOLS AND CLASSIFICATIONS (CH), High Plasticity CLAY VERY LOOSE LOOSE MEDIUM DENSE VERY DENSE RELATIVE DENSITY OF COHESIONLESS SOILS (blows/ft) 0 TO 4 5 TO 10 11 TO 30 31 TO 50 OVER 50 SHELBY TUBE (3" OD except where noted otherwise) SPLIT SPOON (2" OD except where noted otherwise) AUGER SAMPLE ROCK CORE (2" ID except where noted otherwise) PARTICLE SIZE IDENTIFICATION (DIAMETER) (CL), Low Plasticity CLAY (SP), Poorly Graded SAND (GW), Well Graded GRAVEL (GC), CLAYEY GRAVEL (GM), SILTY GRAVEL BOULDERS COBBLES COARSE GRAVEL FINE GRAVEL COURSE SAND MEDIUM SAND FINE SAND SILT CLAY TRACE LITTLE SOME AND 1 TO 10 11 TO 20 21 TO 35 36 TO 50 RELATIVE PROPORTIONS (%) VERY SOFT SOFT FIRM STIFF VERY STIFF HARD LESS THAN 0.25 0.25 TO 0.50 0.50 TO 1.00 1.00 TO 2.00 2.00 TO 4.00 OVER 4.00 SHEAR STRENGTH OF COHESIVE SOILS (tsf) RELATIVE DEGREE OF PLASTICITY (PI)SHALE / MARL (SC), CLAYEY SAND (SW), Well Graded SAND (SM), SILTY SAND (ML), SILT CITY OF FORT WORTH Aledo Middle School #2 Addition STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CPN 103119 Revised July 1, 2011 GR-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH WATER DEPARTMENT STANDARD PRODUCT LIST Updated: April 09, 2021 The Fort Worth Water Department’s Standard Products List has been developed to minimize the submittal review of products which meet the Fort Worth Water Department’s Standard Specifications during utility construction projects. When Technical Specifications for specific products, are included as part of the Construction Contract Documents, the requirements of the Technical Specification will override the Fort Worth Water Department’s Standard Specifications and the Fort Worth Water Department’s Standard Products List and approval of the specific products will be based on the requirements of the Technical Specification whether or not the specific product meets the Fort Worth Water Department’s Standard Specifications or is on the Fort Worth Water Department’s Standard Products List. Table of Content (Click on items to go directly to the page) Items Page A.Water & Sewer 1. Manholes & Bases/Components ........................................................... 1 2.Manholes & Bases/Fiberglass ............................................................... 2 3.Manholes & Bases/Frames & Covers/Rectangular ............................... 3 4.Manholes & Bases/Frames & Covers/Round ....................................... 4 5.Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight .. 5 6.Manholes & Bases/Precast Concrete .................................................... 6 7.Manholes & Bases/Rehab Systems/Cementitious ................................ 7 8.Manholes & Bases/Rehab Systems/NonCementitious ......................... 8 9.Manhole Insert (Field Operations Use Only) ........................................ 9 10. Pipe Casing Spacer ............................................................................... 10 11. Pipes/Ductile Iron ................................................................................. 11 12. Utility Line Marker ............................................................................... 12 B.Sewer 13. Coatings/Epoxy ..................................................................................... 13 14. Coatings/Polyurethane .......................................................................... 14 15. Combination Air Valves ....................................................................... 15 16. Pipes/Concrete ...................................................................................... 16 17. Pipe Enlargement System (Method) ..................................................... 17 18. Pipes/Fiberglass Reinforced Pipe ......................................................... 18 19. Pipes/HDPE .......................................................................................... 19 20. Pipes/PVC (Pressure Sewer) ................................................................. 20 21. Pipes/PVC* ........................................................................................... 21 22. Pipes/Rehab/CIPP ................................................................................. 22 23. Pipes/Rehab/Fold & Form .................................................................... 23 24. Pipes/Open Profile Large Diameter ...................................................... 24 C.Water 25. Appurtenances ....................................................................................... 25 26. Bolts, Nuts, and Gaskets ....................................................................... 26 27. Combination Air Release Valve ........................................................... 27 28. Dry Barrel Fire Hydrants ...................................................................... 28 29. Meters ................................................................................................... 29 30. Pipes/PVC (Pressure Water) ................................................................. 30 31. Pipes/Valves & Fittings/Ductile Iron Fittings ....................................... 31 32. Pipes/Valves & Fittings/Resilient Seated Gate Valve .......................... 32 33. Pipes/Valves & Fittings/Rubber Seated Butterfly Valve ...................... 33 34. Polyethylene Encasement ..................................................................... 34 35. Sampling Stations ................................................................................. 35 36. Automatic Flusher ................................................................................. 36 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeWater & Sewer - Manholes & Bases/Components 33-39-10 (Rev 2/3/16)07/23/97 33 05 13 Urethane Hydrophilic WaterstopAsahi Kogyo K.K.Adeka Ultra-Seal P-201ASTM D2240/D412/D79204/26/00 33 05 13 Offset Joint for 4' Diam. MHHanson Concrete ProductsDrawing No. 35-0048-00104/26/00 33 05 13 Profile Gasket for 4' Diam. MH.Press-Seal Gasket Corp.250-4G GasketASTM C-443/C-361SS MH1/26/99 33 05 13 HDPE Manhole Adjustment RingsLadtech, IncHDPE Adjustment RingNon-traffic area5/13/05 33 05 13 Manhole External WrapCanusa - CPSWrapidSeal Manhole Encapsulation SystemCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.* From Original Standard Products ListClick to Return to the Table of Content1Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Fiberglass 33-39-13 (1/8/13)1/26/99 33 39 13 Fiberglass ManholeFluid Containment, Inc.FlowtiteASTM 3753Non-traffic area08/30/06 33 39 13 Fiberglass ManholeL.F. ManufacturingNon-traffic area* From Original Standard Products ListClick to Return to the Table of Content2Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Frames & Covers/Rectangular 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry100124"x40" WD* From Original Standard Products ListClick to Return to the Table of Content3Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Frames & Covers/Standard (Round) 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversWestern Iron Works, Bass & Hays Foundry3002424" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.A 24 AM24" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1272ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR- 165-LM (Hinged)ASTM A48 & AASHTO M30624" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryNF 1274ASTM A48 & AASHTO M30630" Dia.08/24/18 33 05 13 Manhole Frames and CoversNeenah FoundryR-1743-LM (Hinged)ASTM A48 & AASHTO M30630" dia.33 05 13 Manhole Frames and CoversSigma CorporationMH-144N33 05 13 Manhole Frames and CoversSigma CorporationMH-143N33 05 13 Manhole Frames and CoversPont-A-MoussonGTS-STD24" dia.33 05 13 Manhole Frames and CoversNeenah Casting24" dia.10/31/06 33 05 13 Manhole Frames and Covers (Hinged)PowersealHinged Ductile Iron Manhole ASTM A53624" Dia.7/25/03 33 05 13 Manhole Frames and CoversSaint-Gobain Pipelines (Pamrex/rexus)RE32-R8FS30" Dia.01/31/06 33 05 13 30" Dia. MH Ring and CoverEast Jordan Iron WorksV1432-2 and V1483 DesignsAASHTO M306-0430" Dia.11/02/10 33 05 13 30" Dia. MH Ring and CoverSigma CorporationMH1651FWN & MH1650230" Dia07/19/11 33 05 13 30" Dia. MH Ring and CoverStar Pipe ProductsMH32FTWSS-DC 30" Dia08/10/11 33 05 13 30" Dia. MH Ring and CoverAccucast220700 Heavy Duty with Gasket Ring30" Dia10/14/13 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 A53630" Dia06/01/17 34 05 13 30" Dia. MH Ring and Cover (Hinged & Lockable) CISIP Industries2280 (32")ASTM A 4830" Dia.09/16/19 33 05 13.10 30" Dia. MH Ring and Cover Composite Access Products, L.P.CAP-ONE-30-FTW, Composite, w/ Lock w/o Hing30" Dia.* From Original Standard Products ListClick to Return to the Table of Content4Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Frames & Covers/Water Tight & Pressure Tight 33-05-13 (Rev 2/3/16)*33 05 13 Manhole Frames and CoversPont-A-MoussonPamtight24" Dia.*33 05 13 Manhole Frames and CoversNeenah Casting24" Dia.*33 05 13 Manhole Frames and CoversWestern Iron Works,Bass & Hays Foundry300-24P24" Dia.*33 05 13 Manhole Frames and CoversMcKinley Iron Works Inc.WPA24AM24" Dia.03/08/00 33 05 13 Manhole Frames and CoversAccucastRC-2100ASTM A 4824" Dia.04/20/01 33 05 13 Manhole Frames and Covers(SIP)Serampore Industries Private Ltd.300-24-23.75 Ring and CoverASTM A 4824" Dia.* From Original Standard Products ListClick to Return to the Table of Content5Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Precast Concrete (Rev 1/8/13)*33 39 10 Manhole, Precast ConcreteHydro Conduit CorpSPL Item #49ASTM C 47848"*33 39 10 Manhole, Precast ConcreteWall Concrete Pipe Co. Inc.ASTM C-44348"09/23/96 33 39 10 Manhole, Precast ConcreteConcrete Product Inc.48" I.D. Manhole w/ 32" ConeASTM C 47848" w/32" cone05/08/18 33 39 10 Manhole, Precast ConcreteThe Turner Company48", 60" I.D. Manhole w/ 32" ConeASTM C 47848", 60"10/27/06 33 39 10 Manhole, Precast ConcreteOldcastle Precast Inc.48" I.D. Manhole w/ 24" ConeASTM C 47848" Diam w 24" Ring06/09/10 33 39 10 Manhole, Precast (Reinforce Polymer)ConcreteUS Composite PipeReinforced Polymer Concrete ASTM C-7648" to 72"09/06/19 33 39 20 Manhole, Precast ConcreteForterra Pipe and Precast60" & 72" I.D. Manhole w/32" ConeASTM C-7660" & 72"* From Original Standard Products ListClick to Return to the Table of Content6Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Rehab Systems/Cementitious*E1-14 Manhole Rehab SystemsQuadex04/23/01E1-14 Manhole Rehab SystemsStandard Cement Materials, Inc.Reliner MSPE1-14 Manhole Rehab SystemsAP/M Permaform4/20/01E1-14 Manhole Rehab SystemStrong CompanyStrong Seal MS2A Rehab System5/12/03E1-14 Manhole Rehab System (Liner)Poly-triplex TechnologiesMH repair product to stop infiltrationASTM D581308/30/06General Concrete RepairFlexKrete TechnologiesVinyl Polyester Repair ProductMisc. Use* From Original Standard Products ListClick to Return to the Table of Content7Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manholes & Bases/Rehab Systems/NonCementitious05/20/96E1-14 Manhole Rehab SystemsSprayroq, Spray Wall Polyurethane CoatingASTM D639/D790*E1-14 Manhole Rehab SystemsSun Coast12/14/01Coating for Corrosion protection(Exterior)ERTECHSeries 20230 and 2100 (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications08/30/06Coatings for Corrosion ProtectionCitadelSLS-30 Solids EpoxySewer Applications03/19/1833 05 16, 33 39 10, 33 39 20 Coating for Corrosion protection(Exterior)Sherwin WilliamsRR&C Dampproofing Non-Fibered Spray Grade (Asphatic Emulsion)For Exterior Coating of Concrete Structures Only* From Original Standard Products ListClick to Return to the Table of Content8Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Manhole Inserts - Field Operations Use Only (Rev 2/3/16)*33 05 13 Manhole InsertKnutson EnterprisesMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertSouth Western PackagingMade to Order - PlasticASTM D 1248For 24" dia.*33 05 13 Manhole InsertNoflow-InflowMade to Order - PlasticASTM D 1248For 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.LifeSaver - Stainless SteelFor 24" dia.09/23/96 33 05 13 Manhole InsertSouthwestern Packing & Seals, Inc.TetherLok - Stainless SteelFor 24" dia* From Original Standard Products ListClick to Return to the Table of Content9Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Pipe Casing Spacers 33-05-24 (07/01/13)11/04/02Steel Band Casing SpacersAdvanced Products and Systems, Inc.Carbon Steel Spacers, Model SI02/02/93Stainless Steel Casing SpacerAdvanced Products and Systems, Inc.Stainless Steel Spacer, Model SSI04/22/87Casing SpacersCascade Waterworks ManufacturingCasing Spacers09/14/10Stainless Steel Casing SpacerPipeline Seal and InsulatorStainless Steel Casing SpacerUp to 48"09/14/10Coated Steel Casin SpacersPipeline Seal and InsulatorCoated Steel Casin SpacersUp to 48" 05/10/11Stainless Steel Casing SpacerPowerseal4810 PowerchockUp to 48"03/19/18Casing SpacersBWMSS-12 Casing Spacer(Stainless Steel)03/19/18Casing SpacersBWMFB-12 Casing Spacer (Coated Carbon Steel) for Non_pressure Pipe and Grouted Casing* From Original Standard Products ListClick to Return to the Table of Content10Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Pipes/Ductile Iron 33-11-10(1/8/13)*33 11 10 Ductile Iron PipeGriffin Pipe Products, Co.Super Bell-Tite Ductile Iron Pressure Pipe, AWWA C150, C1513" thru 24"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Fastite Pipe (Bell Spigot)AWWA C150, C1514" thru 30"08/24/18 33 11 10 Ductile Iron PipeAmerican Ductile Iron Pipe Co.American Flex Ring (Restrained Joint)AWWA C150, C1514" thru 30"*33 11 10 Ductile Iron PipeU.S. Pipe and Foundry Co.AWWA C150, C151*33 11 10 Ductile Iron PipeMcWane Cast Iron Pipe Co.AWWA C150, C151* From Original Standard Products ListClick to Return to the Table of Content11Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water & Sewer - Utility Line Marker (08/24/2018)* From Original Standard Products ListClick to Return to the Table of Content12Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Coatings/Epoxy 33-39-60 (01/08/13)02/25/02Epoxy Lining SystemSauereisen, IncSewerGard 210RSLA County #210-1.3312/14/01Epoxy Lining SystemErtech Technical CoatingsErtech 2030 and 2100 Series04/14/05Interior Ductile Iron Pipe CoatingInduronProtecto 401ASTM B-117Ductile Iron Pipe Only01/31/06Coatings for Corrosion ProtectionChestertonArc 791, S1HB, S1, S2Acid Resistance TestSewer Applications8/28/2006Coatings for Corrosion ProtectionWarren EnvironmentalS-301 and M-301Sewer Applications* From Original Standard Products ListClick to Return to the Table of Content13Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Coatings/Polyurethane* From Original Standard Products ListClick to Return to the Table of Content14Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Combination Air Valves 05/25/18 33-31-70 Air Release ValveA.R.I. USA, Inc.D025LTP02(Composite Body)2"* From Original Standard Products ListClick to Return to the Table of Content15Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/Concrete*E1-04 Conc. Pipe, ReinforcedWall Concrete Pipe Co. Inc.ASTM C 76*E1-04 Conc. Pipe, ReinforcedHydro Conduit CorporationClass III T&G, SPL Item #77ASTM C 76*E1-04 Conc. Pipe, ReinforcedHanson Concrete ProductsSPL Item #95-Manhole, #98- PipeASTM C 76*E1-04 Conc. Pipe, ReinforcedConcrete Pipe & Products Co. Inc.ASTM C 76* From Original Standard Products ListClick to Return to the Table of Content16Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipe Enlargment System (Method)33-31-23 (01/18/13)PIM SystemPIM CorporationPolyethylenePIM Corp., Piscata Way, N.J. Approved PreviouslyMcConnell SystemsMcLat ConstructionPolyethyleneHouston, TexasApproved PreviouslyTRS SystemsTrenchless Replacement SystemPolyethyleneCalgary, CanadaApproved Previously* From Original Standard Products ListClick to Return to the Table of Content17Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.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/D375403/22/10 33 31 13 Fiberglass Pipe (FRP)AmeronBondstrand RPMP PipeASTM D3262/D375404/09/21Glass-Fiber Reinforced Polymer Pipe (FRP)Thompson Pipe GroupThompson Pipe (Flowtite)ASTM D3262/D37544/14/05Polymer Modified Concrete PipeAmitech USAMeyer Polycrete PipeASTM C33, A276, F4778" to 102", Class V06/09/10E1-9 Reinforced Polymer Concrete PipeUS Composite PipeReinforced Polymer Concrete PipeASTM C-76* From Original Standard Products ListClick to Return to the Table of Content18Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/HDPE 33-31-23(1/8/13)*High-density polyethylene pipePhillips Driscopipe, Inc.Opticore Ductile Polyethylene PipeASTM D 12488"*High-density polyethylene pipePlexco Inc.ASTM D 12488"*High-density polyethylene pipePolly Pipe, Inc.ASTM D 12488"High-density polyethylene pipeCSR Hydro Conduit/Pipeline SystemsMcConnell Pipe EnlargementASTM D 1248* From Original Standard Products ListClick to Return to the Table of Content19Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/PVC (Pressure Sewer) 33-11-12 (4/1/13)12/02/11 33-11-12 DR-14 PVC Pressure PipePipelife JetstreamPVC Pressure PipeAWWA C9004" thru 12"10/22/14 33-11-12 DR-14 PVC Pressure PipeRoyal Building ProductsRoyal Seal PVC Pressure PipeAWWA C9004" thru 12"* From Original Standard Products ListClick to Return to the Table of Content20Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/PVC* 33-31-20 (7/1/13)*33-31-20 PVC Sewer PipeJ-M Manufacturing Co., Inc. (JM Eagle)SDR-26ASTM D 30344" - 15"12/23/97* 33-31-20 PVC Sewer PipeDiamond Plastics CorporationSDR-26ASTM D 30344" thru 15"*33-31-20 PVC Sewer PipeLamson Vylon PipeASTM F 7894" thru 15"01/18/18 33-31-20 PVC Sewer PipeVinyltech PVC PipeGravity SewerASTM D30344" thru 15"11/11/98 33-31-20 PVC Sewer PipeDiamond Plastics Corporation "S" Gravity Sewer PipeASTM F 67918" to 27"*33-31-20 PVC Sewer PipeJ-M Manufacturing Co, Inc. (JM Eagle)SDR 26/35 PS 115/46ASTM F 67918" - 28"09/11/12 33-31-20 PVC Sewer PipePipelife Jet StreamSDR-26 and SDR-35ASTM F-67918"05/06/0533-31-20PVC Solid Wall PipeDiamond Plastics CorporationSDR 26/35 PS 115/46ASTM F-67918" to 48"04/27/0633-31-20PVC Sewer Fittings HarcoSDR-26 and SDR-35 Gasket Fittings ASTM D-3034, D-1784, etc4" - 15"*33-31-20PVC Sewer FittingsPlastic Trends, In.cGasketed PVC Sewer Main FittingsASTM D 30343/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 35ASTM F67918"- 24"3/19/2018 33 31 20 PVC Sewer PipePipelife Jet StreamSDR 26ASTM D30344"- 15"3/29/2019 33 31 20Gasketed Fittings (PVC)GPK Products, Inc.SDR 26ASTM D3034/F-6794"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26ASTM D30344" - 15"10/22/2020 33 31 20 PVC Sewer PipeSanderson Pipe Corp.SDR 26ASTM D30344"- 15"10/21/2020 33 31 20 PVC Sewer PipeNAPCOSDR 26/35 PS 115/46ASTM F-67918"- 36"* From Original Standard Products ListClick to Return to the Table of Content21Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/Rehab/CIPP 33-31-12 (01/18/13)*Cured in Place PipeInsituform Texark, IncASTM F 121605/03/99Cured in Place PipeNational Envirotech GroupNational Liner, (SPL) Item #27ASTM F-1216/D-581305/29/96Cured in Place PipeReynolds Inc/Inliner Technolgy (Inliner USA)Inliner TechnologyASTM F 1216* From Original Standard Products ListClick to Return to the Table of Content22Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/Rehab/Fold & Form*Fold and Form PipeCullum Pipe Systems, Inc.11/03/98Fold and Form PipeInsituform Technologies, Inc.Insituform "NuPIpe"ASTM F-1504Fold and Form PipeAmerican Pipe & Plastics, Inc.Demo. Purpose Only12/04/00Fold and Form PipeUltralinerUltraliner PVC Alloy PipelinerASTM F-1504, 1871, 186706/09/03Fold and Form PipeMiller Pipeline Corp.EX MethodASTM F-1504, F-1947Up to 18" diameter* From Original Standard Products ListClick to Return to the Table of Content23Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Sewer - Pipes/Open Profile Large Diameter09/26/91 E100-2 PVC Sewer Pipe, RibbedLamson Vylon PipeCarlon Vylon H.C. Closed Profile Pipe,ASTM F 67918" to 48"09/26/91 E100-2 PVC Sewer Pipe, RibbedExtrusion Technologies, Inc.Ultra-Rib Open Profile Sewer PipeASTM F 67918" to 48"E100-2 PVC Sewer Pipe, RibbedUponor ETI Company11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Double WallAdvanced Drainage Systems (ADS) SaniTite HP Double Wall (Corrugated)ASTM F 273624"-30"11/10/10 (E100-2) Polypropylene (PP) Sewer Pipe, Triple WallAdvanced Drainage Systems (ADS)SaniTite HP Triple Wall PipeASTM F 276430" to 60"05/16/11Steel Reinforced Polyethylene PipeConTech Construction ProductsDurmaxxASTM F 256224" to 72"* From Original Standard Products ListClick to Return to the Table of Content24Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Appurtenances 33-12-10 (07/01/13)01/18/18 33-12-10 Double Strap SaddleRomac202NS Nylon CoatedAWWA C8001"-2" SVC, up to 24" Pipe08/28/02Double Strap SaddleSmith Blair #317 Nylon Coated Double Strap Saddle07/23/12 33-12-10 Double Strap Service SaddleMueller CompanyDR2S Double (SS) Strap DI SaddleAWWA C8001"-2" SVC, up to 24" Pipe10/27/87Curb Stops-Ball Meter ValvesMcDonald6100M,6100MT & 610MT 3/4" and 1"10/27/87Curb Stops-Ball Meter ValvesMcDonald4603B, 4604B, 6100M, 6100TM and 6101M 1½" and 2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-7NL, FB1600-7-NL, FV23-777-W-NL, L22-77NLAWWA C8002"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-6-NL, FB1600-6-NL, FV23-666-W-NL, L22-66NLAWWA C8001-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesFord Meter Box Co., Inc.FB600-4-NL, FB1600-4-NL, B11-444-WR-NL, B22444-WR-NL, L28-44NLAWWA C8001"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-24277N-3, B-20200N-3, H-15000N, , H-1552N, H142276NAWWA C800, ANSF 61, ANSI/NSF 3722"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3, B-24277N-3,H-15000N, H-14276N, H-15525NAWWA C800, ANSF 61, ANSI/NSF 3721-1/2"5/25/2018 33-12-10 Curb Stops-Ball Meter ValvesMueller Co., Ltd.B-25000N, B-20200N-3,H-15000N, H-15530NAWWA C800, ANSF 61, ANSI/NSF 3721"01/26/00Coated Tapping Saddle with Double SS StrapsJCM Industries, Inc.#406 Double Band SS Saddle1"-2" Taps on up to 12" 0/5/21/12 33-12-25 Tapping Sleeve (Coated Steel)JCM Industries, Inc.412 Tapping Sleeve ESSAWWA C-223Up to 30" w/12" Out05/10/11Tapping Sleeve (Stainless Steel)Powerseal3490AS (Flange) & 3490MJ4"-8" and 16"02/29/12 33-12-25 Tapping Sleeve (Coated Steel)RomacFTS 420AWWA C-223U p to 42" w/24" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST Stainless SteelAWWA C-223Up to 24" w/12" Out02/29/12 33-12-25 Tapping Sleeve (Stainless Steel)RomacSST III Stainless SteelAWWA C-223Up to 30" w/12" Out05/10/11Joint Repair ClampPowerseal3232 Bell Joint Repair Clamp4" to 30"Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW37C-12-1EPAF FTWPlastic Meter Box w/Composite LidDFW Plastics Inc.DFW39C-12-1EPAF FTW08/30/06Plastic Meter Box w/Composite LidDFW Plastics Inc.DFW65C-14-1EPAF FTWClass "A"Concrete Meter BoxBass & HaysCMB37-B12 1118 LID-9Concrete Meter BoxBass & HaysCMB-18-Dual 1416 LID-9Concrete Meter BoxBass & HaysCMB65-B65 1527 LID-9* From Original Standard Products ListClick to Return to the Table of Content25Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Bolts, Nuts, and Gaskets 33-11-05 (01/08/13)* From Original Standard Products ListClick to Return to the Table of Content26Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Combination Air Release 33-31-70 (01/08/13)*E1-11 Combination Air Release ValveGA Industries, Inc.Empire Air and Vacuum Valve, Model 935 ASTM A 126 Class B, ASTM A 240 - float, ASTM A 307 - Cover Bolts1" & 2"*E1-11 Combination Air Release ValveMultiplex Manufacturing Co.Crispin Air and Vacuum Valves, Model No. 1/2", 1" & 2"*E1-11 Combination Air Release ValveValve and Primer Corp.APCO #143C, #145C and #147C1", 2" & 3"* From Original Standard Products ListClick to Return to the Table of Content27Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Dry Barrel Fire Hydrants 33-12-40 (01/15/14)10/01/87 E-1-12 Dry Barrel Fire HydrantAmerican-Darling ValveDrawing Nos. 90-18608, 94-18560AWWA C-50203/31/88 E-1-12 Dry Barrel Fire HydrantAmerican Darling ValveShop Drawing No. 94-18791 AWWA C-50209/30/87 E-1-12 Dry Barrel Fire HydrantClow CorporationShop Drawing No. D-19895AWWA C-50201/12/93 E-1-12 Dry Barrel Fire HydrantAmerican AVK CompanyModel 2700AWWA C-50208/24/88 E-1-12 Dry Barrel Fire HydrantClow CorporationDrawings D20435, D20436, B20506AWWA C-502E-1-12 Dry Barrel Fire HydrantITT Kennedy ValveShop Drawing No. D-80783FWAWWA C-50209/24/87 E-1-12 Dry Barrel Fire HydrantM&H Valve CompanyShop Drawing No. 13476AWWA C-50210/14/87 E-1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawings No. 6461 A-423 CenturionAWWA C-50201/15/88E1-12 Dry Barrel Fire HydrantMueller CompanyShop Drawing FH-12A-423 Super Centurion 200AWWA C-50210/09/87 E-1-12 Dry Barrel Fire HydrantU.S. Pipe & FoundryShop Drawing No. 960250AWWA C-50209/16/87 E-1-12 Dry Barrel Fire HydrantWaterous CompanyShop Drawing No. SK740803AWWA C-50208/12/16 33-12-40 Dry Barrel Fire HydrantEJ (East Jordan Iron Works)WaterMaster 5CD250* From Original Standard Products ListClick to Return to the Table of Content28Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Meters02/05/93 E101-5 Detector Check MeterAmes CompanyModel 1000 Detector Check ValveAWWA C5504" - 10"08/05/04Magnetic Drive Vertical TurbineHerseyMagnetic Drive VerticalAWWA C701, Class 13/4" - 6"* From Original Standard Products ListClick to Return to the Table of Content29Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Pipes/PVC (Pressure Water) 33-31-70 (01/08/13)01/18/18 33-11-12 PVC Pressure PipeVinyltech PVC PipeDR14AWWA C900, AWWA C605, ASTM D17844"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR14AWWA C9004"-12"3/19/2018 33 11 12 PVC Pressure PipePipelife Jet StreamDR18AWWA C90016"-24"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 14AWWA C9004"-12"5/25/2018 33 11 12 PVC Pressure PipeDiamond Plastics CorporationDR 18AWWA C90016"-24"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 14AWWA C900-16UL 1285ANSI/NSF 61FM 16124"-28"12/6/2018 33 11 12 PVC Pressure PipeJ-M Manufacturing Co., Inc d/b/a JM EagleDR 18AWWA C900-16UL 1285ANSI/NSF 61FM 161216"-24"9/6/2019 33 11 12 PVC Pressure PipeUnderground Solutions Inc.DR14 Fusible PVCAWWA C9004" - 8"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR18AWWA C90016" - 24"9/6/2019 33 11 12 PVC Pressure PipeNAPCODR14AWWA C9004"- 12"9/6/2019 33 11 12 PVC Pressure PipeSanderson Pipe Corp.DR14AWWA C9004"- 12"* From Original Standard Products ListClick to Return to the Table of Content30Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Pipes/Valves & Fittings/Ductile Iron Fittings 33-11-11 (01/08/13)07/23/92E1-07 Ductile Iron FittingsStar Pipe Products, Inc.Mechanical Joint FittingsAWWA C153 & C110*E1-07 Ductile Iron FittingsGriffin Pipe Products, Co.Mechanical Joint FittingsAWWA C 110*E1-07 Ductile Iron FittingsMcWane/Tyler Pipe/ Union Utilities DivisionMechanical Joint Fittings, SSB Class 350AWWA C 153, C 110, C 11108/11/98E1-07 Ductile Iron FittingsSigma, Co.Mechanical Joint Fittings, SSB Class 351AWWA C 153, C 110, C 11202/26/14E1-07 MJ FittingsAccucastClass 350 C-153 MJ FittingsAWWA C1534"-12"05/14/98E1-07 Ductile Iron Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1400 AWWA C111/C1534" to 36"05/14/98E1-24 PVC Joint RestraintsFord Meter Box Co./Uni-FlangeUni-Flange Series 1500 Circle-LockAWWA C111/C1534" to 24" 11/09/04E1-07 Ductile Iron Joint RestraintsOne Bolt, Inc.One Bolt Restrained Joint FittingAWWA C111/C116/C1534" to 12"02/29/12 33-11-11 Ductile Iron Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 1100 (for DI Pipe)AWWA C111/C116/C1534" to 42"02/29/12 33-11-11 PVC Pipe Mechanical Joint RestraintEBAA Iron, Inc.Megalug Series 2000 (for PVC Pipe)AWWA C111/C116/C1534" to 24"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLC4 - SLC10AWWA C111/C1534" to 10"03/06/19 33-11-11 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCS4 - SLCS12AWWA C111/C1534" to 12"08/05/04E1-07 Mechanical Joint Retainer Glands(PVC)Sigma, Co.Sigma One-Lok SLCEAWWA C111/C15312" to 24"08/10/98E1-07 MJ Fittings(DIP)Sigma, Co.Sigma One-Lok SLDEAWWA C1534" - 24"10/12/10E1-24 Interior Restrained Joint SystemS & B Techncial ProductsBulldog System ( Diamond Lok 21 & JM Eagle ASTM F-16244" to 12"08/16/06E1-07 Mechanical Joint FittingsSIP Industries(Serampore)Mechanical Joint FittingsAWWA C1534" to 24"11/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.PVC Stargrip Series 4000ASTM A536 AWWA C11111/07/16 33-11-11 Mechanical Joint Retainer GlandsStar Pipe Products, Inc.DIP Stargrip Series 3000ASTM A536 AWWA C11103/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Black For DIPASTM A536 AWWA C1113"-48"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR14 PVC PipeASTM A536 AWWA C1114"-12"03/19/18 33-11-11 Mechanical Joint Retainer GlandsSIP Industries(Serampore)EZ Grip Joint Restraint (EZD) Red for C900 DR18 PVC PipeASTM A536 AWWA C11116"-24"* From Original Standard Products ListClick to Return to the Table of Content31Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Pipes/Valves & Fittings/Resilient Seated Gate Valve* 33-12-20 (05/13/15)Resilient Wedged Gate Valve w/no GearsAmerican Flow ControlSeries 2500 Drawing # 94-2024716"12/13/02Resilient Wedge Gate ValveAmerican Flow ControlSeries 2530 and Series 2536AWWA C51530" and 36"08/31/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2520 & 2524 (SD 94-20255)AWWA C51520" and 24"05/18/99Resilient Wedge Gate ValveAmerican Flow ControlSeries 2516 (SD 94-20247)AWWA C51516"10/24/00E1-26 Resilient Wedge Gate ValveAmerican Flow ControlSeries 2500 (Ductile Iron)AWWA C5154" to 12"08/05/04Resilient Wedge Gate ValveAmerican Flow Control42" and 48" AFC 2500AWWA C51542" and 48"05/23/91E1-26 Resilient Wedge Gate ValveAmerican AVK CompanyAmerican AVK Resilient Seaded GVAWWA C5094" to 12"01/24/02E1-26 Resilient Wedge Gate ValveAmerican AVK Company20" and smaller*E1-26 Resilient Seated Gate ValveKennedy4" - 12"*E1-26 Resilient Seated Gate ValveM&H4" - 12"*E1-26 Resilient Seated Gate ValveMueller Co.4" - 12"11/08/99Resilient Wedge Gate Valve Mueller Co.Series A2361 (SD 6647)AWWA C51516"01/23/03Resilient Wedge Gate ValveMueller Co.Series A2360 for 18"-24" (SD 6709)AWWA C51524" and smaller05/13/05Resilient Wedge Gate ValveMueller Co.Mueller 30" & 36", C-515AWWA C51530" and 36"01/31/06Resilient Wedge Gate ValveMueller Co.Mueller 42" & 48", C-515AWWA C51542" and 48"01/28/88E1-26 Resilient Wedge Gate ValveClow Valve Co.AWWA C5094" - 12"10/04/94Resilient Wedge Gate ValveClow Valve Co.16" RS GV (SD D-20995)AWWA C51516"11/08/99E1-26 Resilient Wedge Gate ValveClow Valve Co.Clow RW Valve (SD D-21652)AWWA C51524" and smaller11/29/04Resilient Wedge Gate Valve Clow Valve Co.Clow 30" & 36" C-515AWWA C51530" and 36" (Note 3)11/30/12Resilient Wedge Gate ValveClow Valve Co.Clow Valve Model 2638AWWA C51524" to 48" (Note 3)05/08/91E1-26 Resilient Seated Gate ValveStockham Valves & FittingsAWWA C 509, ANSI 420 - stem, ASTM A 276 Type 304 - Bolts & nuts4" - 12"*E1-26 Resilient Seated Gate ValveU.S. Pipe and Foundry Co.Metroseal 250, requirements SPL #743" to 16"10/26/16 33-12-20 Resilient Seated Gate ValveEJ (East Jordan Iron Works)EJ FlowMaster Gate Valve & Boxes08/24/18Matco Gate Valve Matco-Norca225 MRAWWA/ANSI C115/An21.154" to 16"* From Original Standard Products ListClick to Return to the Table of Content32Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Pipes/Valves & Fittings/Rubber Seated Butterfly Valve 33-12-21 (07/10/14)*E1-30 Rubber Seated Butterfly ValveHenry Pratt Co.AWWA C-50424"*E1-30 Rubber Seated Butterfly ValveMueller Co.AWWA C-50424"and smaller1/11/99E1-30 Rubber Seated Butterfly ValveDezurik Valves Co.AWWA C-50424" and larger06/12/03E1-30 Valmatic American Butterfly ValveValmatic Valve and Manufacturing Corp. Valmatic American Butterfly Valve.AWWA C-504Up to 84" diameter04/06/07E1-30 Rubber Seated Butterfly ValveM&H ValveM&H Style 4500 & 1450 AWWA C-50424" to 48"03/19/18 33 12 21 Rubber Seated Butterfly ValveG. A. Industries (Golden Anderson)AWWA C504 Butterfly ValveAWWA C-50430"-54"* From Original Standard Products ListClick to Return to the Table of Content33Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Polyethylene Encasement 33-11-10 (01/08/13)05/12/05E1-13 Polyethylene EncasmentFlexsol PackagingFulton Enterprises AWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentMountain States Plastics (MSP) and AEP Ind.Standard HardwareAWWA C1058 mil LLD05/12/05E1-13 Polyethylene EncasmentAEP IndustriesBullstrong by Cowtown Bolt & GasketAWWA C1058 mil LLD09/06/19 33-11-11 Polyethylene EncasmentNorthtown Products Inc. PE Encasement for DIPAWWA C1058 mil LLD* From Original Standard Products ListClick to Return to the Table of Content34Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Sampling Station3/12/96Water Sampling StationWater PlusB20 Water Sampling Station* From Original Standard Products ListClick to Return to the Table of Content35Updated:04/09/2021 Approval Spec No. ClasssificationManufacturerModel No.National SpecSizeCITY OF FORT WORTHWATER DEPARTMENT STANDARD PRODUCT LISTNote: 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.Water - Automatic Flusher10/21/20Automated Flushing SystemMueller HydroguardHG6-A-IN-2-BRN-LPRR(Portable) HG2-A-IN--2-PVC-018-LPLG(Permanent)04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9800wc04/09/21Automated Flushing SystemKupferle Foundry CompanyEclipse #9700 (Portable)* From Original Standard Products ListClick to Return to the Table of Content36Updated:04/09/2021